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ABCC P2 - Bldg 1 - Architectural (1) FIRE APPROVALGP10 GP9 GP8 GP7 GP6GP5GP4 1/2"10.01 07.01 09.01 12.03 12.02 10.02 10.02 06.06 12.01 06.03 06.04 06.05 06.04 06.04 09.05 A01 C02 DINING LOGGIA 124 GOLF PRO SHOP 122 MEN'S LOCKERS 123 DINING HALL 125 DINING VESTIBULE 118 BAR 120 SERVICE BAR 116 MEN'S RESTROOM 115 WOMEN'S RESTROOM 117 MEN'S PRIVATE RESTROOM 113 ACCESSIBLE RESTROOM 113B KITCHEN 131 BAR PANTRY 131L BEER / WINE COOLER 131M 04.01 02.01 7' - 3"18' - 6"12' - 8"2' - 6"1"10' - 11"2' - 6"1' - 3"1' - 7"6' - 1"4' - 0"4' - 6"1' - 6"1' - 8" GP2 GP1A 1' - 7"2' - 6"16' - 7"1.0 2.0 B E A.1 D C 1.2 GP12 GP11 A VESTIBULE 114 GRILLE ALCOVE 121A GRILLE 121 VESTIBULE 119 VESTIBULE 102 COVERED PATIO 007 114 116120 116A 122 121 119 125 127B-2 127B-1 127A-1 127A-2 SERVICE 127B SERVICE 127A 131N-112.857°12.857° 12.857° 1 2 . 8 5 7 ° 12.857°15.033°8' - 7 3/8"12' - 8 3/4"2' - 7 1/8"8' - 5"3' - 3 7/8"13' - 5 5/8"17' - 1 7/8"2' - 7 5/8"8' - 5" GP3 12' - 5 5/8"5' - 0"16' - 1 3/4"28' - 4 5/8"42' - 11 5/8" 44' - 6 3/8" EQ EQ 2' - 0"C02 A04 A04 C02 A02 EQ EQ A11 GP1B A04 C02 C02 A02A04 A04 A04 B.1 4"4"DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:48:14 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A4.1PHASE 2 -MAIN CLUBHOUSE DIMENSION PLAN-DINING ROOM, GRILL & DINING PATIO2022-352 Author 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 DINING / GRILL / PATIO DIMENSION PLAN 4 A2.1.1 4 A2.1.1 4 A2.1.1 4 A2.1.1 20 N 4 DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER GRID LINES & CALLOUTS PROJECT NORTH NEW WORK KEYNOTE MATCHLINE WORK POINT / CONTROL POINT / DATUM MARK DEMO WALL EXISTING WALL NEW WALL 3 DOOR TAG WINDOW TAG EXIT SIGN FILLED QUARTER(S) INDICATES SIGN ORIENTATION FIRE SPRINKLER HEAD 7 WALL TAG TAG 101 W10 06.01 NEW EXISTING DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:16:21 PMAutodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt0-A0.1ARCHITECTURAL GENERAL NOTES, SYMBOLS& ABBREVIATIONS2022-352 WRS / MW / MJ / NY 10/17/22 PHASE 1 & 2 SCHEMATIC DESIGN SYMBOLS A A/AROUND ALL AROUND A A/V AUDIO VISUAL A AB ANCHOR BOLT A ABC ABOVE CEILING A ABV ABOVE A AC ASPHALTIC CONCRETE A ACC ACCESS A ACC DR ACCESS DOOR A ACC FL ACCESS FLOOR A ACC P ACCESS PANEL A ACCES ACCESSORIES A ACOUS ACOUSTICAL A ACOUS INSUL ACOUSTICAL INSULATION A AD AREA DRAIN A AD SEG ADMINISTRATION SEGREGATION A ADD ADDENDUM / ADDENDA A ADDN ADDITION / ADDITIONAL A ADH ADHESIVE A ADJ ADJACENT A ADJT ADJUSTABLE A ADMIN ADMINISTRATOR / ADMINISTRATION A AFF ABOVE FINISHED FLOOR A AFS AUTOMATIC FIRE SPRINKLER A AGG AGGREGATE A ALT ALTERNATE A ALUM ALUMINUM A ANCH ANCHOR A ANOD ANODIZED A APPD APPROVED A APPL APPLIED A APPROX APROXIMATE A ARCH ARCHITECT / ARCHITECTURAL A ASB ASBESTOS A ASPH ASPHALT A ASPH T ASPHALTIC TILE A ASSEM ASSEMBLY A AUTO AUTOMATIC B B BD BULLETIN BOARD B B/BACK B B/M BENCH MARK B BEL BELOW B BETUM BITUMINOUS B BEV BEVELED B BG BUMPER GUARD B BLDG BUILDING B BLK BLOCK B BLKG BLOCKING B BM BEAM B BNDRY BOUNDARY B BOTT BOTTOM B BP BENT PLATE B BRCG BRACING B BRD BOARD B BRDG BRIDGING B BRG BEARING B BRK BRICK B BRKT BRACKET B BRNZ BRONZE B BS BOTH SIDES B BSMT BASEMENT B BT BENT B BTW BETWEEN B BUR BUILT-UP ROOF B BW BOTH WAYS C C FLASH COUNTER-FLASHING C CAB CABINET C CC CENTER-TO-CENTER C CCR THE CALIFORNIA CODE OF REGULATIONS C CEM CEMENT C CEM B BRD CEMENT BACKER BOARD C CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED C CG CORNER GUARD C CH BD CHALKBOARD C CHAM CHAMFER C CHAN CHANNEL C CHKD PL CHECKERED PLATE C CI CAST IRON C CIP CAST IN PLACE C CIR CIRCLE C CIRC CIRCUMFERENCE C CJ CONSTRUCTION JOINT C CL CENTER LINE C CLF CHAIN LINK FENCE C CLG CEILING C CLKG CAULKING C CLL CONTRACT LIMIT LINE C CLO CLOSET C CLR CLEAR C CLS CLOSURE C CMT CERAMIC MOSAIC TILE C CMU CONCRETE MASONRY UNIT C CNTR COUNTER C CO CLEAN-OUT C COL COLUMN C COMB COMBINATION C COMM COMMUNICATIONS C CONC CONCRETE C CONF CONFERENCE C CONN CONNECT / CONNECTION C CONST CONSTRUCTION C CONT CONTINUOUS C CONTR CONTRACTOR / CONTRACT C COREBD CORE BOARD C CORR CORRUGATED / CORRIDOR C COTG CLEAN OUT TO GRADE C CPT CARPET C CR COLD ROLLED C CR G CROSS GRAIN C CRS COARSE C CSMT CASEMENT C CT CERAMIC TILE C CTR CENTER C CTSK COUNTERSINK C CU CUBIC / COPPER C CU FT CUBIC FEET C CU YD CUBIC YARD C CUST CUSTODIAN C CW COLD WATER C CYL CYLINDER D DA DOUBLE ACTING D DBL DOUBLE D DEM DEMOLISH / DEMOLITION D DEPR DEPRESSED / DEPRESSION D DEPT DEPARTMENT D DET DETENTION D DF DRINKING FOUNTAIN D DH DOUBLE HUNG D DIA DIAMETER D DIAG DIAGONAL D DIM DIMENSION D DIN DINING D DISP DISPENSER D DIV DIVISION D DL DOOR LOUVER D DMT DEMOUNTABLE D DN DOWN D DO DOOR OPENING D DP DEEP / DEPTH D DPF DAMPPROOFING D DR DOOR D DS DOWNSPOUT D DTL DETAIL D DW DUMBWAITER D DWG DRAWING D DWR DRAWER E (E)EXISTING E E EAST E EA EACH E EA F EACH FACE E EA W EACH WAY E EF EXHAUST FAN E EJ EXPANSION JOINT E EL ELEVATION E ELEC ELECTRIC / ELECTRICAL E ELEV ELEVATOR E EMER EMERGENCY E EMER EMERGENCY E ENCL ENCLOSURE E ENT ENTRANCE E EP ELECTIRCAL PANELBOARD E EQ EQUAL E EQUIP EQUIPMENT E ES EXPANSION SHIELD E ESC ESCAPE E EST ESTIMATE E EWC ELECTRIC WATER COOLER E EWH ELECTRIC WATER HEATER E EXC EXCAVATE E EXH EXHAUST E EXP EXPANSION E EXP B EXPANSION BOLT E EXPD EXPOSED E EXT EXTERIOR F (F)FUTURE F F RT FIRE RETARDANT F FA FIRE ALARM F FAB FABRICATION F FAS FASTEN F FB FLAT BAR F FBD FIBERBOARD F FD FLOOR DRAIN F FE FIRE EXTINGUISHER F FEC FIRE EXTINGUISHER CABINET F FF FINISHED FLOOR F FFE FINISHED FLOOR ELEVATION F FG FINISHED GRADE F FGL FIBERGLASS F FHC FIRE HOSE CABINET F FHMS FLAT-HEAD MACHINE SCREW F FIN FINISH F FIX FIXTURE F FL CO FLOOR CLEAN-OUT F FLASH FLASHING F FLR FLOOR / FLOORING F FLUOR FLUORESCENT F FN FENCE F FND FOUNDATION F FO FINISHED OPENING F FOB FACE OF BRICK F FOC FACE OF CONCRETE F FOM FACE OF MASONRY F FOP FACE OF PANEL F FOS FACE OF STUD F FOW FACE OF WALL F FP FR FIREPROOFING F FRG FURRING F FS FLOOR SINK F FT FEET / FOOT F FTG FOOTING G G GUTTER G GA GAUGE G GALV GALVANIZED G GB GRAB BAR G GEN GENERAL G GENER GENERATOR G GI GALVANIZED IRON G GND GROUND G GR GRADE G GSF GROSS SQUARE FEET G GT GROUT G GWB GYPSUM WALLBOARD H HB HOSE BIBB H HBD HARDBOARD H HC HOLLOW CORE / HANDICAP H HD HEAVY-DUTY H HDR HEADER H HDWD HARDWOOD H HDWR HARDWARE H HK HOOK H HM HOLLOW METAL H HORIZ HORIZONTAL H HP HIGH POINT H HR HOSE RACK / HOUR H HT HEIGHT H HTG HEATING H HTSAM HIGH-TEMPERTURE SELF-ADHERED MEMBRANE H HVAC HEATING, VENTILATION, AIR CONDITIONING H HW HOT WATER I ID INSIDE DIAMETER I IE INVERT ELEVATION I IGU INSULATED GLAZING UNIT I IN INCH I INCL INCLUDED I INFO INFORMATION I INSUL INSULATION I INT INTERIOR I INTM INTERMEDIATE I INV INVERT J JAN JANITOR J JST JOIST J JT JOINT K KEC KITCHEN EQUIPMENT CONTRACTOR K KIT KITCHEN K KO KNOCKOUT K KP KICK PLATE L L LENGTH L LAD LADDER L LAM LAMINATE(D) L LAV LAVATORY L LB LAG BOLT L LBL LABEL L LH LEFT HAND L LKR LOCKER L LP LOW POINT L LSD LIQUID SOAP DISPENSER L LT LIGHT L LVR LOUVER M MACH MACHINE M MAINT MAINTENANCE M MAS MASONRY M MAX MAXIMUM M MB MACHINE BOLT M MC MEDICINE CABINET M MCB METAL CASING BEAD M MECH MECHANICAL M MEMB MEMBRANE M MEZZ MEZZANINE M MFD METAL FLOOR DECKING M MFR MANUFACTURER M MGR MANAGER M MH MANHOLE M MIN MINIMUM M MIR MIRROR M MISC MISCELLANEOUS M MK MARK M ML MATCHLINE M MLDG MOULDING M MO MASONRY OPENING M MOV MOVABLE M MRD METAL ROOF DECK M MS MACHINE SCREW M MSBG MILD STEEL BARRIER GRILLE M MSG MANUFACTURER'S STANDARD GRADE M MT METAL THRESHOLD M MT FLR METAL FLOORING M MTG MOUNTING M MTL METAL M MULL MULLION M MULTI MULTIPLE M MUNI MUNICIPAL N (N)NEW N N NORTH N NAT NATURAL N NIC NOT IN CONTRACT N NO NUMBER N NOM NOMINAL N NON-COM NON-COMBUSTIBLE N NR NOISE REDUCTION N NRC NOISE REDUCTION COEFFICIENT N NSG NON-SECURITY GLASS N NTS NOT TO SCALE O OA OVERALL O OC ON CENTER O OD OUTSIDE DIAMETER O OF OVERFLOW O OFCI OWNER FURNISHED, CONTRACTOR INSTALLED O OFF OFFICE O OFOI OWNER FURNISHED, OWNER INSTALLED O OH OVERHEAD O OJ OPEN-WEB JOIST O OP H OPPOSITE HAND O OPNG OPENING O OPP OPPOSITE O OPS OPPOSITE SURFACE O OZ OUNCE P P CEM PORTLAND CEMENT P P LAM PLASTIC LAMINATE P PB PANIC BAR P PBD PARTICLE BOARD P PC(S) PIECE / PIECES P PCC PRECAST CONCRETE P PCF POUNDS PER CUBIC FOOT P PCKT(S) POCKET / POCKETS P PEB PRE-ENGINEERED METAL BUILDING P PED PEDESTRIAN P PERIM PERIMETER P PERP PERPENDICULAR P PFB PREFABRICATE P PFN PREFINISHED P PG PLATE GLASS P PL PLASTER P PL PROPERTY LINE P PL PLATE P PLAS PLASTER P PLBG PLUMBING P PLWD PLYWOOD P PNL PANEL P PNT PAINT P POL POLISHED P PR PAIR P PREP PREPARATION P PRF PREFORMED P PROT PROTECTED / PROTECTION P PSC PRESTRESSED CONCRETE P PSF POUNDS PER SQUARE FOOT P PSI POUNDS PER SQUARE INCH P PSWT PLASTIC SIMULATED WOOD TRIM P PT POINT P PTC POST-TENSIONED CONCRETE P PTD PAPER-TOWEL DISPENSER P PTN PARTITION P PV PAVING P PVC POLYVINYL-CHLORIDE Q QT QUARRY TILE Q QTY QUANTITIY R R RADIUS/RISER R RA RETURN AIR R RAG RETURN AIR GRILLE R RB RUBBER BASE R RCP REINFORCED CONCRETE PIPE R RD ROOF DRAIN R REC RECESSED R RECEP RECEPTACLE R REF REFERENCE R REFL REFLECTED R REFR REFRIGERATOR R REIN REINFORCED / REINFORCING R REIN CONC REINFORCED CONCRETE R REM REMOVE R REQD REQUIRED R RESIL RESILIENT R RET RETURN R REV REVISION R REV REVERSE R REVD REVISED R RF H ROOF HATCH R RFG ROOFING R RH RIGHT HAND R RHWS ROUND HEAD WOOD SCREWS R RM ROOM R RND ROUND R RO ROUGH OPENING / ROUGH R ROW RIGHT-OF-WAY R RWD REDWOOD R RWL RAIN WATER LEADER S S SOUTH S S2S SURFACED TWO SIDES S S4S SURFACED FOUR SIDES S SA SUPPLY AIR S SAM SELF-ADHERED MEMBRANE S SAN SANITARY S SC SOLID CORE / SCALE S SCHED SCHEDULED S SCR SCREEN S SCUP SCUPPER S SD SOAP DISPENSER / STORM DRAIN S SEC SECURITY S SECT SECTION S SECY SECRETARY S SEG SEGREGATION S SEP SEPARATION S SF SQUARE FEET S SGL SECURITY GLASS S SH(S) SHELF / SHELVES S SHM SECURITY HOLLOW METAL S SHT SHEET S SHTG SHEATHING S SHWR SHOWER S SIM SIMILAR S SK SINK S SMS SHEET METAL SCREW S SND SANITARY NAPKIN DISPOSAL S SNV SANITARY NAPKIN VENDOR S SP SALLYPORT S SPEC SPECIFICATIONS S SQ SQUARE S SS STAINLESS STEEL S SSK SERVICE SINK S STAG STAGGERED S STD STANDARD S STIFF STIFFENER S STL STEEL S STN STATION S STOR STORAGE S STRUCT STRUCTURAL S SUSP SUSPENDED S SVC SERVICE S SYM SYMMETRICAL T T&B TOP AND BOTTOM T T&G TOUNGE AND GROOVE T T(24) TITLE (1-26) OF THE CCR T TB TOWEL BAR T TEL TELEPHONE T TEMP TEMPERED T TER TERAZZO T THERM THERMAL T THK THICK T THR THRESHOLD T TJ TOOLED JOINT T TK BD TACKBOARD T TOC TOP OF CONCRETE / CURB T TOP TOP OF PAVING T TOS TOP OF STEEL T TOW TOP OF WALL T TPH TOILET PAPER HOLDER T TR TRANSOM T TRBG TOOL RESISTANT BARRIER GRILLE T TRD TREAD T TS TUBE STEEL T TSCD TOILET SEAT COVER DISPENSER T TV TELEVISION T TYP TYPICAL U UBC THE UNIFORM BUILDING CODE U UC UNDERCUT U UL UNDERWRITERS' LABORATORY U UL UTILITY U UNF UNIFORM U UON UNLESS OTHERWISE NOTED U UR URINAL V VAR VARIES V VB VINYL BASE V VCT VINYL COMPOSITE TILE V VENT VENTILATOR / VENTILATION V VERT VERTICAL V VEST VESTIBULE V VF VINYL FABRIC V VIF VERIFY IN FIELD V VJ V-JOINT V VNR VENEER V VOL VOLUME V VTR VENT THROUGH ROOF W W WEST W W GL WIRE GLASS W W/WITH W W/O WITHOUT ABBREVIATIONS 1 SCALING DRAWINGS: DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS AND DESCRIPTIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION ON DRAWINGS. VERIFY WITH ARCHITECT ANY CONFLICTING AREAS PRIOR TO COMMENCING ACTUAL WORK. 2 PRECEDENCE: LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3 DIMENSIONING CONVENTIONS: A. ALL DIMENSIONS ARE GIVEN FROM GRID LINE, FACE OF STUD, FACE OF CONCRETE, FACE OF CMU, U.N.O. B. DIMENSIONS NOTED CLEAR OR “CLR” MUST BE PRECISELY MAINTAINED, ALLOWING FOR THE THICKNESS OF FINISH MATERIALS. C. VERIFY DIMENSIONS MARKED “VIF” PRIOR TO START OF CONSTRUCTION. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. D. IN THE EVENT OF OMISSION OF DIMENSIONS OR CONFLICT BETWEEN DIMENSIONS AS SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND RECEIVE CLARIFICATION. DO NOT SCALE DRAWINGS. E. ALL DIMENSIONS ARE GIVEN BASED ON THE NOMINAL SIZE OF THE CONSTRUCTION MATERIAL TO WHICH THEY PERTAIN UNLESS NOTED OTHERWISE. 4 DEFINITIONS OF TERMINOLOGY: A. ALIGN: ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. B. APPROVED EQUAL: AS ACCEPTED IN WRITING BY THE ARCHITECT AS BEING OF EQUIVALENT QUALITY, UTILITY AND APPEARANCE. C. AS REQUIRED: AS REQUIRED BY REGULATORY REQUIREMENTS, BY REFERENCE STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY ACCEPTED CONSTRUCTION PRACTICE, OR BY THE CONTRACT DOCUMENTS. D. DIRECTED: AS REQUESTED, AUTHORIZED, SELECTED, APPROVED, REQUIRED BY ARCHITECT. E. FURNISH: SUPPLY AND DELIVER TO THE PROJECT SITE. F. INDICATED: AS SHOWN, NOTED, AND / OR SCHEDULED ON THE DRAWINGS OR WRITTEN IN THE SPECIFICATIONS. G. INSTALL: ANCHOR, FASTEN OR CONNECT INTO PLACE AND ADJUST FOR USE; PLACE OR APPLY IN PROPER POSITION AND LOCATION; ESTABLISH IN PLACE FOR USE OR SERVICE. H. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR USE. I. SIMILAR: COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATIONS ON PLANS AND ELEVATIONS. J. TYPICAL: IDENTICAL FOR ALL CONDITIONS, UNLESS NOTED OTHERWISE. 5 ABBREVIATIONS: ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. CLARIFY WITH THE ARCHITECT THE INTENT OF ANY ABBREVIATION IN QUESTION. GRAPHIC NOTES █ A. CONSTRUCTION DOCUMENTS 1 WORK INCLUDED IN CONTRACT: ALL INCIDENTAL WORK OR MATERIALS, NOT SPECIFICALLY INDICATED HEREIN, WHICH ARE REQUIRED BY GOOD PRACTICE OR BY ESTABLISHED BUILDING CODE REQUIREMENTS OR AS REQUIRED BY BUILDING DEPARTMENT FIELD INSPECTORS TO COMPLETE THE WORK IN A SATISFACTORY MANNER AND WHICH THE ARCHITECT SHALL JUDGE TO BE SO INCLUDED, SHALL BE DONE OR FURNISHED WITHOUT EXTRA COMPENSATION. 2 SEPARATE CONTRACTS: ITEMS OF WORK INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS AS NIC (NOT IN CONTRACT) SHALL BE PERFORMED, FURNISHED, OR LET UNDER SEPARATE CONTRACT BY THE OWNER. 3 INCONSISTENCIES IN DOCUMENTS: IN THE CASE OF INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY ADDENDUM, THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION. 4 DIMENSIONS: IN THE EVENT OF THE OMISSION OF DIMENSIONS OR CONFLICT AMONG DIMENSIONS AS SHOWN, NOTIFY THE ARCHITECT AND RECEIVE CLARIFICATION. DO NOT SCALE THE DRAWINGS. 5 ERRORS IN DOCUMENTS: IF ANY MATERIAL ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING, OF SUCH ERROR OR OMISSION. FAILURE TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND / OR FABRICATION OF THE WORK, CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, DISCREPANCIES OR OMISSION AND THE COST OF RECTIFYING THE SAME. 6 DEVIATIONS FROM DOCUMENTS: NO DEVIATIONS ARE TO BE MADE FROM THE CONSTRUCTION DOCUMENTS WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE ARCHITECT. 7 DETAILS: DETAILS SHOWN ON DRAWINGS ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS. ANY CONDITIONS REQUIRING CONSTRUCTION DIFFERENT FROM THAT SHOWN SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 8 JOBSITE DOCUMENTS: MAINTAIN ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS AT THE JOB SITE AT ALL TIMES. 9 RECORD DRAWINGS: MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE WHITE-PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK-UP THESE DRAWINGS TO SHOW THE ACTUAL INSTALLATION. MARK WHICHEVER DRAWING IS THE MOST CAPABLE OF SHOWING CONDITIONS ACCURATELY. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. █ B. REGULATORY REQUIREMENTS 1 REQUIREMENTS: CONFORM TO AND ABIDE BY ALL LOCAL CITY, COUNTY, AND STATE BUILDING AND SANITARY LAWS, RULES AND REGULATIONS AND INDUSTRIAL SAFETY LAWS. IF THE DRAWINGS AND / OR SPECIFICATIONS ARE AT VARIANCE THEREWITH, CONTRACTOR SHALL SO NOTIFY THE ARCHITECT PROMPTLY. SHOULD ANY WORK BE PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, THE CONTRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. 2 PERMITS: SECURE AND PAY FOR THE GENERAL BUILDING PERMIT AND ANY AND ALL OTHER PERMITS, FEES, INSPECTIONS AND LICENSES REQUIRED FOR THE PROJECT. 3 DEPUTY INSPECTOR: ARRANGE AND PAY FOR THE SERVICES OF A DEPUTY INSPECTOR AS REQUIRED BY THE GOVERNING AGENCIES. █ C. PROJECT COORDINATION & SUPERVISION 1 RESPONSIBILITIES: BE IN CHARGE OF THIS CONTRACT AND THE SITE, AS WELL AS THE DIRECTING, COORDINATING AND SCHEDULING OF ALL WORK AND HAVE FINAL RESPONSIBILITY FOR PERFORMANCE, INTERFACE, AND COMPLETION OF THE WORK AND THE PROJECT. 2 SAFETY: INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THIS WORK. 3 SUPERVISION OF TRADES: PROVIDE SUPERVISION AND COORDINATION OF ALL TRADES, CRAFTS, AND SUBCONTRACTORS AS REQUIRED TO PROVIDE CORRECT AND ACCURATE CONNECTION OF ABUTTING, ADJOINING, OVERLAPPING, AND RELATED WORK, AND PROVIDE ANY AND ALL ANCHORS, FASTENERS, ACCESSORIES, APPURTENANCES, AND INCIDENTAL ITEMS AS REQUIRED TO COMPLETE THE WORK PROPERLY, FULLY, AND CORRECTLY IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 4 WORK THAT CANNOT BE EXECUTED PER DOCUMENTS: EACH SUBCONTRACTOR IS CONSIDERED A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL PRIOR TO THE SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN THE DRAWINGS OR SPECIFICATIONS IN HIS TRADE THAT CANNOT BE EXECUTED AS SHOWN OR DESCRIBED OR CANNOT BE FULLY GUARANTEED. IMMEDIATELY NOTIFY THE ARCHITECT. IF WORK IS PERFORMED AS SHOWN OR DESCRIBED IT IS ASSUMED THERE IS NO OBJECTION TO THE WORK. 5 SITE CONDITIONS: VERIFY CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT WOULD PREVENT THE EXECUTION OF THE WORK AS SHOWN IN THE CONSTRUCTION DOCUMENTS, OR OF ANY DISCREPANCIES THAT MAY EXIST BETWEEN THE SITE CONDITIONS AND THOSE IN THE CONSTRUCTION DOCUMENTS. 6 LINES AND LEVELS: BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS. COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE LOCATIONS AND CONSTRUCTION OF THE WORK; AND SHALL CALL TO THE ARCHITECT'S ATTENTION ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK, OTHERWISE, NO ALLOWANCE FOR DISCREPANCIES WILL BE ALLOWED. 7 PROTECTION OF ADJACENT PROPERTY: TAKE ALL NECESSARY MEASURES TO FULLY PROTECT ALL ADJACENT PROPERTIES. 8 CUTTING AND DEMOLITION: PROVIDE ALL REQUIRED PROTECTION PRIOR TO CUTTING, INCLUDING BUT NOT NECESSARILY LIMITED TO SHORING, BRACING AND SUPPORT TO MAINTAIN STRUCTURAL INTEGRITY OF THE EXISTING WORK. CAREFULLY PROTECT ALL EXISTING FINISHES TO REMAIN SUCH AS WALLCOVERING, CARPET, SUSPENDED CEILING AND DOORS. PERFORM ALL CUTTING AND DEMOLITION BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND WILL PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OF NEW WORK, AND SHALL PERFORM FITTING AND ADJUSTMENT OF PRODUCTS TO FINISHED INSTALLATION COMPLYING WITH THE SPECIFIED TOLERANCES AND FINISHES. 9 SHORING AND BRACING: PROVIDE TEMPORARY BRACES, SHORES AND GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND COMPONENTS, ADJACENT SOILS AND STRUCTURES, UTILITIES AND RIGHTS-OF-WAY MAY BE SUBJECTED DURING CONSTRUCTION. 10 FIELD MEASUREMENTS: OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR THE ACCURATE FABRICATION AND INSTALLATION OF THE WORK INCLUDED IN THIS CONTRACT. EXACT MEASUREMENTS ARE THE CONTRACTOR'S RESPONSIBILITY. 11 TEMPLATES: FURNISH OR OBTAIN TEMPLATES, PATTERNS, AND SETTING INSTRUCTIONS AS REQUIRED FOR THE INSTALLATION OF ALL WORK. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. 12 VERIFICATION OF MECHANICAL REQUIREMENTS: VERIFY THAT ALL MECHANICAL ROOMS, SPACES FOR HOT WATER HEATERS, AND DUCTS, ETC., ARE ADEQUATE IN SIZE PRIOR TO FRAMING FOR THE EQUIPMENT TO BE SELECTED. 13 RELOCATION OF WORK: NOTIFY THE ARCHITECT PRIOR TO PERFORMING THE WORK WHEN CONSTRUCTION CONDITIONS DICTATE THE RELOCATION OF ANY ITEM FROM THE POSITION SHOWN ON THE DRAWINGS. 14 SUBMITTALS: REVIEW, APPROVE AND SUBMIT TO THE ARCHITECT SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS REQUIRED BY THE CONTRACT DOCUMENTS WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE ACTIVITIES OF THE OWNER OR OF SEPARATE CONTRACTORS. APPROVAL AND SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS REPRESENTS THAT THE CONTRACTOR HAS DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS AND THE FIELD CONSTRUCTION CRITERIA RELATED THERETO, OR WILL DO SO AND HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH THE REQUIREMENTS OF THE WORK AND OF THE CONTRACT DOCUMENTS. 15 STORAGE OF MATERIALS: RETAIN ALL STORED ITEMS IN AN ORDERLY ARRANGEMENT ALLOWING MAXIMUM ACCESS NOT IMPEDING WALKWAYS AND PROVIDING THE REQUIRED PROTECTION OF MATERIALS. █ D. QUALITY STANDARDS 1 MANUFACTURER'S INSTRUCTIONS: UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL MANUFACTURED MATERIALS, PRODUCTS, PROCESSES, EQUIPMENT, SYSTEMS, OR THE LIKE SHALL BE ERECTED, INSTALLED, OR APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, DIRECTIONS, SPECIFICATIONS OR RECOMMENDATIONS. IF ANY ITEM OF EQUIPMENT OR MATERIAL IS FOUND TO BE INSTALLED NOT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, MAKE ALL CHANGES NECESSARY TO ACHIEVE SUCH COMPLIANCE. 2 SPECIALISTS: MATERIALS, EQUIPMENT, SYSTEMS, AND ASSEMBLIES REQUIRING KNOWLEDGE AND SKILL FOR THE APPLICATION OR INSTALLATION OF SUCH MATERIALS, EQUIPMENT, SYSTEMS, OR ASSEMBLIES SHALL BE APPLIED / INSTALLED BY THE SPECIFIED PRODUCT MANUFACTURER OR HIS AUTHORIZED REPRESENTATIVE OR BY A SKILLED OR EXPERIENCED SUBCONTRACTOR SPECIALIZING THE APPLICATION / INSTALLATION OF THE SPECIFIED PRODUCT WITH AT LEAST FIVE YEARS EXPERIENCE IN THE TYPE OF WORK INDICATED AND SPECIFIED. 3 MECHANICS AND PRACTICES: SHOP AND FIELD WORK SHALL BE PERFORMED BY MECHANICS, CRAFTS PERSONS, ARTISANS, AND WORKERS SKILLED AND EXPERIENCED IN THE FABRICATION AND INSTALLATION OF THE WORK INVOLVED. ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST AND ACCEPTED PRACTICES OF THE VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH THE DRAWINGS, REVIEWED SHOP DRAWINGS, AND THESE SPECIFICATIONS. 4 INSTALLATION: ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, AND TRUE, OR TRUE TO INDICATED ANGEL, AND IN PROPER ALIGNMENT AND RELATIONSHIP TO THE WORK OF OTHER TRADES. FINISHED WORK SHALL BE FREE FROM DEFECTS AND DAMAGE. 5 ARCHITECT'S RIGHT OF REJECTION: THE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AND WORK QUALITY WHICH ARE NOT CONSIDERED TO BE UP TO THE HIGHEST STANDARDS OF THE VARIOUS TRADES INVOLVED. SUCH INFERIOR MATERIAL OR WORK QUALITY SHALL BE REPAIRED OR REPLACED, AS DIRECTED, AT NO ADDITIONAL COST TO THE OWNER. █ E. PROTECTION & CLEANING 1 JOBSITE CONDITIONS: DO NOT ALLOW THE ACCUMULATION OF SCRAP, DEBRIS, WASTE MATERIAL AND OTHER ITEMS NOT REQUIRED FOR THE CONSTRUCTION OF THIS WORK. MAINTAIN THE PROJECT AREA IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. AT COMPLETION OF THE WORK, THOROUGHLY CLEAN THE INTERIOR AND EXTERIOR OF THE BUILDING, INCLUDING HARDWARE, FLOORS, ROOFS, SILLS, LEDGES, GLASS OR OTHER SURFACES WHERE DEBRIS, PLASTER, PAINT SPIRITS AND DIRT MAY HAVE COLLECTED. ALL GLASS SHALL BE WASHED CLEAN AT COMPLETION. 2 DISPOSAL OF WASTE: DISPOSE OF WASTE, TRASH, AND DEBRIS IN A SAFE, ACCEPTABLE AND LEGAL MANNER, OFF THE OWNER'S PROPERTY, IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. 3 PROTECTION: MAINTAIN FINISHED SURFACES CLEAN, UNMARRED, AND SUITABLY PROTECTED UNTIL ACCEPTED BY OWNER. IN EVENT OF DAMAGE, PROMPTLY MAKE REPLACEMENTS AND REPAIRS TO APPROVAL OF ARCHITECT AND AT NO ADDITIONAL COST TO OWNER. 4 FINISHED FLOOR SURFACES: PROVIDE PROTECTION FOR THE FINISHED FLOOR SURFACES IN TRAFFIC AREAS PRIOR TO ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES. GENERAL NOTES DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 4:42:47 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.3.1PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER CODE ANALYSES TABLE2022-352 WRS / MW / MJ / NY ITEM CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS 1. OCCUPANCY & CONSTRUCTION TYPE 1.1 302.1 OCCUPANCY GROUPS A-2 (MAIN OCCUPANCY), A-3, B, M, S1 1.2 602.1, TABLES 504.3, 504.4, 506.2 CONSTRUCTION TYPE TYPE V-B TYPE V-B PROVIDED 1.3 1505.1.1 CLASSIFICATION OF ROOF COVERING CLASS B MINIMUM CLASS B PROVIDED 2. FIRE PROTECTION 2.1 903.2 AUTOMATIC SPRINKLER SYSTEM REQUIRED WET SYSTEM PROVIDED THROUGHOUT. NO CHANGES PROPOSED TO WET CHEMICAL SYSTEM AT EXISTING KITCHEN HOODS. MODIFICATION OF, AND ADDITION TO, EXISTING FIRE PROTECTION SYSTEM 3. LOCATION OF BUILDING ON SITE 3.1 503.1.2 NUMBER OF BUILDINGS ON SITE EXISTING SITE CONTAINS MAIN CLUBHOUSE AND FITNESS BUILDING, PETE'S TURN CAFE (ACROSS SHERMAN'S CREEK) AND A LIMITED NUMBER OF SMALL ANCILLARY BUILDINGS AND STRUCTURES ARE ALSO LOCATED AT DISPERATE LOCATIONS AROUND THE GOLF COURSE GROUNDS 3.2A 602.1, TABLES 601 & 602 MIN. FIRE RATING OF EXTERIOR WALLS RATING PER FIRE SEPARATION DISTANCE < 10' = 1 HOUR RATING. ALL FIRE SEPARATION DISTANCES ARE EQUAL OR GREATER THAN 10'. NO RATING REQUIRED PROVIDED. SEE 0-A0.2.2 FOR FIRE SEPARATION DISTANCE. 3.3 TABLE 705.8 EXTERIOR OPENING PROTECTION FIRE SEPARATION DISTANCE 10' < 15' = AREA OF UNPROTECTED OPENINGS LIMITED TO 45% WALL AREA. FIRE SEPARATION DISTANCE 15' < 20' = AREA OF UNPROTECTED OPENINGS LIMITED TO 75% WALL AREA. FIRE SEPARATION DISTANCE ≥ 20' = NO LIMIT TO AREA OF UNPROTECTED OPENINGS. PROVIDED. SEE 0-A0.2.2 FOR FIRE SEPARATION DISTANCE. 4. CONSTRUCTION TYPE PER ALLOWABLE BUILDING SIZE 4.1 503, 504, TABLE 504.3 BUILDING HEIGHT - FEET 50 FEET MAX. GRADE PLANE = 9.40' (APPROX.)31'-6" NO PROPOSED CHANGE TO HEIGHT. SEE 1/1-A-5.4 4.2 504, 504, TABLE 504.4 BUILDING HEIGHT - STORIES ABOVE GRADE PLANE 2 STORIES MAX 2 STORIES PROVIDED. 4.4 505 MEZZANINE N/A NO MEZZANINE 4.5 504.3, 1510 ROOFTOP STRUCTURES ALLOWED NON PROPOSED 4.6 506, TABLE 506.2, 508 BUILDING AREA FOR MIXED USE BUILDING, MORE THAN 1 STORY ABOVE GRADE PLANE 18,000 SQ. FT. MAX (A-2 / A-3 MOST RESTRICTIVE OCCUPANCY). SEE ITEM 4.8 FOR FRONTAGE INCREASE 20,111 SQ. FT. @ LOWER LEVEL. 1,214 SQ. FT. @ UPPER LEVEL 4.7 507, 510 UNLIMITED AREA BUILDING NOT APPLICABLE DOES NOT MEET CRITERIA FOR UNLIMITED AREA BUILDING. 4.8 506.3 FRONTAGE INCREASE AREA FACTOR PER 506.3.3 If = [F/P - 0.25]W/30 [1268/1268]30/30 = .75 4.8.1 A-2 18,000 + (.75 * 18,000) = 31,500 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 10,789 SF 4.8.2 A-3 18,000 + (.75 * 18,000) = 31,500 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 8,036 SF 4.8.3.1 B 27,000 + (.75 * 27,000) = 47,250 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 526 SF 4.8.3.2 LEVEL 2 PROVIDED: 1,214 SF 4.8.4 M 27,000 + (.75 * 27,000) = 47,250 SF TOTAL ALLOWED LEVEL 1 PROVIDED: 760 SF 4.9 508.2 ACCESSORY OCCUPANCIES ALLOWED IF CUMULATIVE AREA IS < 10% TOTAL NOT APPLICABLE 4.10 508.3 MULTI- OCCUPANCY BLDG WITH NON-SEPARATED OCCUPANCIES ALLOWED IF EACH OCCUPANCY IS UNDER MOST RESTRICTIVE LIMITS OF TABLE 506.2 COMPLIES. CUMULATIVE AREAS AT LEVEL 1 TOTAL 20,111 SQ. FT. < 31,500 SQ. FT. 4.11 508.4 MULTI- OCCUPANCY BLDG WITH SEPARATED OCCUPANCIES NOT REQUIRED 4.12 509 INCIDENTAL USES LAUNDRY ROOMS > 100 SQ. FT. FIRE SPRINKLERS OR 1 HOUR SEPARATION REQUIRED. AREA CANNOT EXCEED 10% OF THE AREA AT THE SAME LEVEL EXISTING LAUNDRY ROOM LESS THAN 10% FLOOR AREA AT LOWER LEVEL 5. SPECIAL DETAILED OCCUPANCY REQUIREMENTS 5. 401 SCOPE SPECIAL REQUIREMENTS BASED UPON OCCUPANCY AS LISTED NO SPECIAL DETAILED OCCUPANCY REQUIREMENTS APPLY TO THIS PROJECT 6. FIRE & SMOKE PROTECTIVE ELEMENTS 6.1A 704, TABLE 601 PRIMARY STEEL FRAME RATING NOT REQUIRED 6.1B 704, 705, TABLE 601 EXTERIOR BEARING WALLS RATING NOT REQUIRED 6.1C 704, TABLE 601 INTERIOR BEARING WALLS RATING NOT REQUIRED 6.1D 704, 705, TABLES 601, 602 EXTERIOR NON-BEARING WALLS 1-HOUR PROTECTION REQUIRED AT LOCATIONS WITH F.S.D. < 10' NO CONDITIONS EXIST. SEE 0-A0.2.2 FOR FIRE SEPARATION DISTANCE 6.1E 704, TABLE 601 INTERIOR NON-BEARING WALLS NO RATING REQUIRED UNLESS REQUIRED BY OTHER PROVISION IN CODE NO RATED WALLS REQUIRED BY OTHER PROVISIONS 6.1F 704, TABLE 601 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS RATING NOT REQUIRED 6.1G 704, TABLE 601 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS RATING NOT REQUIRED 6.2 706, 705.5 FIRE WALLS NOT REQUIRED, BUILDING DOES NOT EXCEED MAXIIMUM FIRE AREA 6.3 707, 508.4.4 FIRE BARRIERS REQUIRED AT SHAFT ENCLOSURES. REFER TO ITEM 6.9 NO SHAFT ENCLOSURES 6.4 708 FIRE PARTITIONS NOT REQUIRED 6.5 709 SMOKE BARRIERS NOT REQUIRED 6.6 710 SMOKE PARTITIONS NOT REQUIRED 6.7 711 HORIZONTAL ASSEMBLIES NOT REQUIRED PER ITEMS 6.1F, 6.1G 6.8 712 VERTICAL OPENINGS OPENING PROTECTION NOT REQUIRED. SEE ITEM 6.13 6.9 713 SHAFT ENCLOSURES NO HOISTWAYS. NO DUCT CHASES PENETRATING FLOORS OR ROOF ASSEMBLY N/A 6.10 714 PENETRATIONS PENETRATIONS OF FIRE RATED WALLS, HORIZONTAL ASSEMBLIES, AND SMOKE BARRIERS SHALL BE PROTECTED BY APPROVED MEANS N/A 6.11 715 FIRE RESISTANT JOINT SYSTEMS JOINTS IN FIRE RATED WALLS, HORIZONTAL ASSEMBLIES, AND SMOKE BARRIERS AND HORIZONTAL ASSEMBLIES SHALL BE PROTECTED BY APPROVED MEANS N/A 6.12 716 OPENING PROTECTIVES REQUIRED AT RATED WALLS, HORIZONTAL ASSEMBLIES AND SMOKE BARRIERS N/A 6.13 717 DUCTS AND AIR TRANSFER OPENINGS LISTED COMBINATION FIRE & SMOKE DAMPERS REQUIRED AT FIRE BARRIERS, SMOKE BARRIERS, EXTERIOR WALLS AND HORIZONTAL ASSEMBLIES N/A 7. ADDITIONAL FIRE PROTECTION SYSTEMS 7.1 907.2 FIRE ALARM PROVISIONS EXISTING BUILDING HAS FIRE ALARM SYSTEM. EXTEND TO NEW AREAS SEE FA SERIES PLAN 7.2 905.3 STANDPIPE SYSTEM NOT REQUIRED 7.3 905.4 LOCATION OF STANDPIPE HOSE CONNECTIONS STANDPIPE SYSTEM NOT REQUIRED. SEE ITEM 7.2 ITEM CODE SECTION CODE DESCRIPTION CODE REQUIREMENT CODE COMMENTS 8. FINISH MATERIALS 8.1A 803, TABLE 803.11 WALL & CEILING FINISHES AT ROOMS AND ENCLOSED SPACES CLASS C OR BETTER PROVIDED. FLAME SPREAD CLASS BY PRODUCT / MATERIAL INDICATED IN SPECIFATIONS 8.1B 803, TABLE 803.11 WALL & CEILING FINISHES AT INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS & EXIT PASSAGEWAYS CLASS B OR BETTER PROVIDED. FLAME SPREAD CLASS BY PRODUCT / MATERIAL INDICATED IN SPECIFATIONS 8.2 804.4.2 FLOOR FINISHES CLASS II OR BETTER PER ASTM STANDARD 648 PROVIDED. RADIANT FLUX CLASS BY PRODUCT / MATERIAL INDICATED IN SPECIFATIONS 9. EGRESS SYSTEM 9.1 1004 DESIGN OCCUPANT LOAD TOTAL BUILDING OCCUPANT LOAD = 994. SEE 0-A0.2.4 AND 0-A0.2.5 FOR OCCUPANT LOAD TABLES 9.2 1005.1 EGRESS WIDTH AND DISTRIBUTION SEE 0-A0.2.4 AND 0-A0.2.5 FOR MINIMUM SIZES AT EGRESS COMPONENTS 9.3 1008.3.5 EMERGENCY LIGHTING REQUIRED SEE ELECTRICAL DRAWINGS FOR EMERGENCY PHOTOMETRIC PLANS 9.4 1009.1 ACCESSIBLE MEANS OF EGRESS NOT REQUIRED FOR EXISTING BUILDINGS 9.5 1010.1.2 DOOR SWING SIDE HINGED DOORS REQUIRED.PROVIDED. SEE DOOR SCHEDULE 0-A0.20 9.6 1010.1.9 DOOR OPERATIONS REQUIREMENTS PER DOOR NOTES 0-A0.20 COMPLIES. 9.7 1010.1.10 PANIC HARDWARE REQUIRED AT SPECIFIED LOCATIONS PROVIDED. SEE 0-A0.2.4 AND 0-A0.2.5 FOR LOCATIONS AND DOOR SCHEDULE 0-A.0.20 9.8 1011.2 STAIRWAY WIDTH NO CHANGE, NO STAIR PROPOSED 9.9 1011.5 STAIRWAY TREADS AND RISERS 11" D TREAD MIN, 7" H RISER MAX N/A 9.10 1013 EXIT SIGNS REQUIRED PROVIDED. SEE 0-A0.2.4 FOR LOCATIONS 9.11 1014 STAIRWAY AND RAMP HANDRAILS REQUIRED BOTH SIDES. 34-38 INCHES HEIGHT, 1 1/4" - 2" DIAMETER N/A 9.12 1015 GUARDS REQUIRED FOR WALKING SURFACES ≥ 30" ABV. ADJACENT GRADE. N/A 9.13 1017, TABLE 1006.3.2 (2) COMMON PATH OF EGRESS TRAVEL DISTANCE STORIES WITH ONLY ONE EXIT: 75 FEET MAXIMUM TO POINT WHERE TWO PATHS EGRESS AVAILABLE SEE 0-A0.2.4 AND 0-A0.2.5 FOR COMMON PATH OF EGRESS DISTANCES 9.14 1017, TABLE 1006.3.2 (2) NUMBER OF EXIT OR EXIT ACCESS DOORWAYS 2 REQUIRED AT OCCUPANCY > 49. 1 REQUIRED ELSEWHERE SEE 0-A0.2.4 AND 0-A0.2.5 FOR PATHS OF EGRESS 9.15 1007.1.1 EGRESS SEPARATION THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE DIAGONAL DIMENSION OF THE AREA SERVED SEE 0-A0.2.4 AND 0-A0.2.5 FOR EXIT DOOR SEPARATION DISTANCES 9.16 1006.2.1 TRAVEL DISTANCE A = 75 FEET MAX. B = 100 FEET MAXIMUM SEE 0-A0.2.4 AND 0-A0.2.5 FOR TRAVEL DISTANCES 9.17 1020.1 CORRIDOR CONSTRUCTION 1-HOUR FIRE PARTITIONS NO NEW CORRIDORS PROPOSED 9.18 TABLE 1006.2.1 NUMBER OF EXITS 2 MINIMUM WHERE OCCUPANT LOAD EXCEEDS 49 AT A, B AND M OCCUPANCIES, OR LIMITS SET FORTH IN ITEM 9.13 9.19 1016.2 EGRESS THROUGH INTERVENING SPACES ALLOWED PER CONDITIONS SET FORTH THIS SECTION COMPLIES. 9.20 1022 VERTICAL EXIT ENCLOSURES NOT APPLICABLE THIS PROJECT 9.21 1026 HORIZONTAL EXITS NOT APPLICABLE THIS PROJECT 9.22 1027 EXTERIOR EXIT STAIRWAYS ALLOWED PER CONDITIONS NOT APPLICABLE THIS PROJECT 9.23 1028 EXIT DISCHARGE COMPLIES. SEE SEE 0-A0.2.4 9.24 1029 EGRESS FROM ASSEMBLY OCCUPANCIES TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET. COMMON PATH OF TRAVEL DISTANCE FOR ASSEMBLY OCCUPANCIES ≥ 50 SHALL NOT EXCEED 30 FEET. SEE 0-A0.2.4 AND 0-A0.2.5 FOR TRAVEL DISTANCES 9.25 1024 EXIT PASSAGEWAYS NOT APPLICABLE THIS PROJECT 10. SPECIAL FEATURES OF BUILDING 10.1 2406.3 SAFETY GLAZING REQUIRED AT HAZARDOUS LOCATIONS.SEE BUILDING ELEVATIONS 1-A5 SERIES DRAWINGS. ALSO DOO SCHEDULES & ELEVATIONS 0-A0.20 11. ACCESS COMPLIANCE 11.1 2020 FBC - ACCESSIBLITY ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS & PUBLIC HOUSING REQUIRED.SEE 0-A0.2.4 FOR ACCESSIBLE PATH OF TRAVEL. SEE 0-A0.10 SERIES DRAWINGS FOR ACCESSIBILITY REQUIREMENTS PHASE 2 CODE ANALYSIS TABLE EXIT DryerWasher3,558 SF A-3 364 SF A-3732 SF A-3 55 SF A-3 88 SF B 11,679 SF A-2 128 SF B 278 SF B 134 SF S-1 526 SF A-2 287 SF A-3 1,978 SF A-2 591 SF M 168 SF M 231 SF A-3 1,993 SF A-3 272 SF B 514 SF A-2 556 SF B PHASE 2 OCCUPANCIES A-2 A-3 B M S-1 UNCOVERED AREATYP.10' - 0" F.S.D.POOL CABANA (UNDER SEPARATE PERMIT)POOL CABANA (UNDER SEPARATE PERMIT)POOL CABANA (UNDER SEPARATE PERMIT) BAG DROP (UNDER SEPARATE PERMIT) 287 SF A-3287 SF A-3 PLUMBING FIXTURE ANALYSES OCCUPANT LOAD -LOWER LEVEL 1325 OCCUPANT LOAD -UPPER LEVEL 15 TOTAL OCCUPANT LOAD 1340 HALF FEMALE OCCUPANTS 670 HALF MALE OCCUPANTS 670 GENERAL CLASSIFICATION OF A-1 (ASSEMBLY, RESTAURANTS, BANQUET HALLS & FOOD COURTS) MINIMUM NUMBER OF PLUMBING FIXTURES FEMALE WATER CLOSETS FEMALE LAVATORIES MALE WATER CLOSETS MALE LAVATORIES MALE URINALS DRINKING FOUNTAIN SERVICE SINK REQUIRED PROVIDED LOWER PROVIDED UPPER PROVIDED TOTAL 1 WATER FILLING STATION 2 70 0 0 0 0 0 0 1 1 1414 7 9 9 1515 UNISEX WATER CLOSETS UNISEX LAVATORIES 1 1 1 1 15 15 0 0 1 1:75 1:75 1:200 1:200 1:500 1 0 9 9 4 4 1 0 1 1 RATIO NO. 0 0 N/A N/A N/A N/A DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:16:45 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.3.3PHASE 2 -MAIN CLUBHOUSE AND FITNESSCENTER OCCUPANCY PLAN -LEVEL 12022-352 WRS / MW / MJ / NY BUILDING AREA LEVEL 1 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE AND FITNESS CENTER OCCUPANCY PLAN - LEVEL 1 PLUMBING FIXTURE SCHEDULE... FIXTURE TYPE FIXTURES PROVIDED DRINKING FOUNTAIN 1 SHOWER 4 SINK 37 URINAL 7 WATER CLOSET 33 WATER COOLER 1 WATER FILLING STATION 2 TOTAL FIXTURES: 85 1,077 SF B (MEZZANINE) 890 SF B PHASE 2 OCCUPANCIES B B (MEZZANINE) DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3/32" = 1'-0"9/7/2023 4:16:51 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.3.4PHASE 2 -MAIN CLUBHOUSE AND FITNESSCENTER OCCUPANCY PLAN -LEVEL 22022-352 WRS / MW / MJ / NY 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE AND FITNESS CENTER OCCUPANCY PLAN - LEVEL 2 DryerWasherROOM FUNCTION LEGEND ACCESSORY STORAGE AREA ASSEMBLY - STANDING SPACE ASSEMBLY - UNCONCENTRATED ASSEMBLY - UNOCCUPIED BUSINESS AREA COMMERCIAL KITCHEN EXERCISE ROOM LOCKER ROOM MECHANICAL EQUIPMENT ROOM MERCANTILE STOCK, STORAGE, SHIPPING. SWIMMING POOL DECK POOL CABANA (UNDER SEPARATE PERMIT) POOL CABANA (UNDER SEPARATE PERMIT)POOL CABANA (UNDER SEPARATE PERMIT) BAG DROP (UNDER SEPARATE PERMIT) UNCOVERED AREA EGRESS PATH LEGEND PATH OF EGRESS ACCESSIBLE PATH OF TRAVEL DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:17:36 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.3.5PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER EGRESS AND ACCESS PLAN - LEVEL12022-352 WRS / MW / MJ / NY SCALE:NOT TO SCALE1EGRESS AND ACCESS PLAN - LEVEL 1, PHASE 2 OCCUPANT LOAD -LEVEL 1 -PHASE 2 OCCUPANT LOAD - PH2 - FIRST FLOOR ROOMNO.ROOM NAME USE (TABLE 1004.1.2) FLOORAREA AREA TYPE OCC. LOADFACTOR OCCUPANTS 00 STAIRS 2 ACCESSORY STORAGE AREA 36 SF GROSS 300 1 001 PORTICOCHERE ASSEMBLY - UNOCCUPIED 352 SF NET 0 001A BREEZEWAY ASSEMBLY - STANDING SPACE 162 SF NET 5 33 007 COVERED PATIO ASSEMBLY - UNCONCENTRATED 1,868 SF NET 15 125 008 GOLF PORCH LOCKER ROOM 231 SF GROSS 50 5 008 GOLF PORCH MERCANTILE 168 SF GROSS 50 4 009 POOL BAR SERVICE AREA BUSINESS AREA 241 SF GROSS 150 2 009A POOL BAR ASSEMBLY - STANDING SPACE 203 SF NET 5 41 010A BREEZEWAY ASSEMBLY - STANDING SPACE 275 SF NET 5 56 010A BREEZEWAY BUSINESS AREA 89 SF GROSS 150 1 010B FIRE RISER MECHANICAL EQUIPMENT ROOM 22 SF GROSS 300 1 010C ELEC CLOSET MECHANICAL EQUIPMENT ROOM 21 SF GROSS 300 1 012 POOL BAR STANDING AREA ASSEMBLY - STANDING SPACE 68 SF 1/1.5 LIN FT 100 FOYER ASSEMBLY - STANDING SPACE 282 SF NET 5 57 101 RECEPTION ASSEMBLY - STANDING SPACE 116 SF NET 5 24 101A RECEPTION DESK BUSINESS AREA 118 SF GROSS 150 1 101B WAITING AREA ASSEMBLY - UNCONCENTRATED 148 SF NET 15 10 102 VESTIBULE ASSEMBLY - STANDING SPACE 63 SF NET 5 13 103 HALL ASSEMBLY - UNOCCUPIED 124 SF NET 0 104 MEMBERSHIP OFFICE BUSINESS AREA 163 SF GROSS 150 2 106 WOMENS PRIVATE RESTROOM LOCKER ROOM 675 SF GROSS 50 14 109 FDC / RISER MECHANICAL EQUIPMENT ROOM 27 SF GROSS 300 1 110 WOMENS LOCKERS LOCKER ROOM 209 SF GROSS 50 5 111 PRIVATE VESTIBULE LOCKER ROOM 71 SF GROSS 50 2 112 SHOE SHINE AREA LOCKER ROOM 51 SF GROSS 50 2 113 MENS PRIVATE RESTROOM LOCKER ROOM 360 SF GROSS 50 8 113G RECYCLING & REFUSE STOCK, STORAGE, SHIPPING. 339 SF GROSS 300 2 114 VESTIBULE LOCKER ROOM 54 SF GROSS 50 2 115 MENS RESTROOM ASSEMBLY - UNOCCUPIED 209 SF NET 0 116 SERVICE BAR MERCANTILE 177 SF GROSS 150 2 117 WOMENS RESTROOM ASSEMBLY - UNOCCUPIED 210 SF NET 0 118 DINING VESTIBULE ASSEMBLY - STANDING SPACE 165 SF NET 5 33 119 VESTIBULE ASSEMBLY - STANDING SPACE 65 SF NET 5 13 120 BAR BUSINESS AREA 254 SF GROSS 150 2 121 GRILLE ASSEMBLY - UNCONCENTRATED 1,170 SF NET 15 79 121 BAR STANDING AREA ASSEMBLY - STANDING SPACE 92 SF 1/1.5 LIN FT 122 GOLF PRO SHOP MERCANTILE 601 SF GROSS 60 11 123 MENS LOCKERS LOCKER ROOM 501 SF GROSS 50 11 OCCUPANT LOAD - PH2 - FIRST FLOOR ROOMNO.ROOM NAME USE (TABLE 1004.1.2) FLOORAREA AREA TYPE OCC. LOADFACTOR OCCUPANTS 124 MERCH. STOR.ACCESSORY STORAGE AREA 31 SF GROSS 300 1 124 DINING LOGGIA ASSEMBLY - STANDING SPACE 630 SF NET 5 126 125 DINING HALL ASSEMBLY - UNCONCENTRATED 1,715 SF NET 15 115 126 MULTI-PURPOSE ROOM ASSEMBLY - UNCONCENTRATED 550 SF NET 15 37 128 HALL ASSEMBLY - UNOCCUPIED 73 SF NET 0 129 TABLE STORAGE ACCESSORY STORAGE AREA 90 SF GROSS 300 1 131 KITCHEN COMMERCIAL KITCHEN 1,935 SF GROSS 150 13 131A CHEF & SOUSE CHEF COMMERCIAL KITCHEN 240 SF GROSS 150 2 131B BAKE SHOP COMMERCIAL KITCHEN 129 SF GROSS 150 1 131D BEER COOLER COMMERCIAL KITCHEN 68 SF GROSS 150 1 131E FREEZER COMMERCIAL KITCHEN 78 SF GROSS 150 1 131F COOLER COMMERCIAL KITCHEN 146 SF GROSS 150 1 131G ELECTRICAL SERVICE MECHANICAL EQUIPMENT ROOM 54 SF GROSS 300 1 131H MECHANICAL SERVICE MECHANICAL EQUIPMENT ROOM 77 SF GROSS 300 1 131i FOOD & BEVERAGE OFFICE BUSINESS AREA 119 SF GROSS 150 1 131K SNACK BAR COMMERCIAL KITCHEN 189 SF GROSS 150 2 131L BAR PANTRY COMMERCIAL KITCHEN 87 SF GROSS 150 1 131M BEER/WINE COOLER COMMERCIAL KITCHEN 100 SF GROSS 150 1 132 BULK FREEZER COMMERCIAL KITCHEN 78 SF GROSS 150 1 132 CORRIDOR COMMERCIAL KITCHEN 759 SF GROSS 150 6 132A DRY STORAGE COMMERCIAL KITCHEN 109 SF GROSS 150 1 132B OFFICE BUSINESS AREA 154 SF GROSS 150 2 132C CATERING DIR.BUSINESS AREA 102 SF GROSS 150 1 132D STORAGE COMMERCIAL KITCHEN 100 SF GROSS 150 1 132E STORAGE COMMERCIAL KITCHEN 174 SF GROSS 150 2 132G BULK COOLER COMMERCIAL KITCHEN 144 SF GROSS 150 1 134 RESTROOM ASSEMBLY - UNOCCUPIED 52 SF NET 0 135 RESTROOM ASSEMBLY - UNOCCUPIED 51 SF NET 0 137 LAUNDRY COMMERCIAL KITCHEN 83 SF GROSS 150 1 138 AQUATICS STAFF BUSINESS AREA 84 SF GROSS 150 1 139 BREAKROOM ASSEMBLY - UNCONCENTRATED 304 SF NET 15 21 140 POOL STORAGE ACCESSORY STORAGE AREA 133 SF GROSS 300 1 140 FOUNTAINS SWIMMING POOL DECK 55 SF GROSS 50 2 142 MENS POOL RESTROOM SWIMMING POOL DECK 331 SF GROSS 50 7 145 WOMENS POOL RESTROOM SWIMMING POOL DECK 334 SF GROSS 50 7 146 MANUAL THERAPY EXERCISE ROOM 115 SF GROSS 50 3 148 CORRIDOR EXERCISE ROOM 90 SF GROSS 50 2 149 MECH / ELEC MECHANICAL EQUIPMENT ROOM 156 SF GROSS 300 1 OCCUPANT LOAD - PH2 - FIRST FLOOR ROOMNO.ROOM NAME USE (TABLE 1004.1.2) FLOORAREA AREA TYPE OCC. LOADFACTOR OCCUPANTS 150 RECEPTION ASSEMBLY - STANDING SPACE 188 SF NET 5 38 151 GROUP FITNESS EXERCISE ROOM 677 SF GROSS 150 5 152 MENS FITNESS RESTROOM EXERCISE ROOM 115 SF GROSS 50 3 153 WOMENS FITNESS RESTROOM EXERCISE ROOM 152 SF GROSS 50 4 154 EXERCISE ROOM EXERCISE ROOM 1,200 SF GROSS 50 25 155 YOUTH ASSEMBLY - UNCONCENTRATED 597 SF NET 5 120 156 CHECK-IN ASSEMBLY - STANDING SPACE 97 SF NET 5 20 156 CHECK-IN BUSINESS AREA 51 SF GROSS 150 1 157 UNISEX RESTROOM ASSEMBLY - UNOCCUPIED 49 SF GROSS 0 160 BAG DROP BUSINESS AREA 556 SF GROSS 150 4 161 POOL CABANA 1 ASSEMBLY - STANDING SPACE 287 SF NET 5 58 162 POOL CABANA 2 ASSEMBLY - STANDING SPACE 287 SF NET 5 58 163 POOL CABANA 3 ASSEMBLY - STANDING SPACE 287 SF NET 5 58 61 56 TOTAL OCCUPANTS SECOND FLOOR 15 OCCUPANT LOAD - PH2 - SECOND FLOOR ROOM NO.ROOM NAME USE (TABLE 1004.1.2) FLOOR AREA AREA TYPE OCC. LOAD FACTOR OCCUPANTS 200 ACCOUNTING BUSINESS AREA 259 SF GROSS 150 2 201 GENERAL MANAGER'S OFFICE BUSINESS AREA 131 SF GROSS 150 1 203 SECURITY AREA BUSINESS AREA 276 SF GROSS 150 2 203A TELEPHONE AREA MECHANICAL EQUIPMENT ROOM 56 SF GROSS 0 204 HVAC / MECHANICAL MEZZANINE MECHANICAL EQUIPMENT ROOM 250 SF GROSS 0 210B CORRIDOR BUSINESS AREA 152 SF NET 150 2 211 PRINTING /POSTSAGE BUSINESS AREA 66 SF GROSS 150 1 212 OFFICE 3 BUSINESS AREA 162 SF GROSS 150 2 213 OFFICE 2 BUSINESS AREA 109 SF GROSS 150 1 214 OFFICE 1 BUSINESS AREA 109 SF GROSS 150 1 215 CONFERENCE ROOM BUSINESS AREA 219 SF GROSS 150 2 215A STORAGE ACCESSORY STORAGE AREA 146 SF GROSS 300 1 TOTAL OCCUPANTS FIRST FLOOR 1325 TOTAL OCCUPANT LOAD 1340 ROOM FUNCTION LEGEND ACCESSORY STORAGE AREA BUSINESS AREA MECHANICAL EQUIPMENT ROOM UNOCCUPIED LONGEST EXIT DISTANCE: 131'-7" TO NEAREST EXIT EGRESS PATH LEGEND PATH OF EGRESS ACCESSIBLE PATH OF TRAVEL DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:17:43 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.3.6PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER EGRESS AND ACCESS PLAN - LEVEL12022-352 WRS / MW / MJ / NY 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 EGRESS AND ACCESS PLAN - LEVEL 2, PHASE 2 OCCUPANT LOAD -LEVEL 2 -PHASE 2 02_OCCUPANT LOAD - PH2 ROOM NO.ROOM NAME USE (TABLE 1004.1.2) FLOOR AREA AREA TYPE OCC. LOAD FACTOR OCCUPANTS 002 STAIRS 2 BUSINESS AREA 84 SF GROSS 150 1 158 MAINTENANCE ACCESS UNOCCUPIED 242 SF NET 0 200 ACCOUNTING BUSINESS AREA 259 SF GROSS 150 2 201 GENERAL MANAGER'S OFFICE BUSINESS AREA 131 SF GROSS 150 1 203 SECURITY AREA BUSINESS AREA 276 SF GROSS 150 2 203A TELEPHONE AREA MECHANICAL EQUIPMENT ROOM 56 SF GROSS 0 204 HVAC / MECHANICAL MEZZANINE MECHANICAL EQUIPMENT ROOM 250 SF GROSS 0 210B CORRIDOR BUSINESS AREA 152 SF NET 150 2 211 PRINTING /POSTSAGE BUSINESS AREA 66 SF GROSS 150 1 212 OFFICE 3 BUSINESS AREA 162 SF GROSS 150 2 213 OFFICE 2 BUSINESS AREA 109 SF GROSS 150 1 214 OFFICE 1 BUSINESS AREA 109 SF GROSS 150 1 215 CONFERENCE ROOM BUSINESS AREA 219 SF GROSS 150 2 215A STORAGE ACCESSORY STORAGE AREA 146 SF GROSS 300 1 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 4:17:45 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.11ACCESSIBILITY DETAILS2022-352 WRS / MW / MJ / NY 302.1 General Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302. EXCEPTIONS: Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm, and slip resistant. Areas of sport activity shall not be required to comply with 302. Advisory 302.1 General. A stable surface is one that remains unchanged by contaminants or applied force, so that when the contaminant or force is removed, the surface returns to its original condition. A firm surface resists deformation by either indentations or particles moving on its surface. A slip-resistant surface provides sufficient frictional counterforce to the forces exerted in walking to permit safe ambulation. ACCESSIBILITY DETAILS BUILDING BLOCKS 302.3 Openings Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch (13 mm) diameter except as allowed in 407.4.3, 409.4.3, 410.4, 810.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 303.1 General Where changes in level are permitted in floor or ground surfaces, they shall comply with 303. EXCEPTIONS: Animal containment areas shall not be required to comply with 303. Areas of sport activity shall not be required to comply with 303. 303.4 Ramps Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply with 405 or 406. 304 Turning Space 304.1 General Turning space shall comply with 304. 304.2 Floor or Ground Surfaces Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. Advisory 304.2 Floor or Ground Surface Exception. As used in this section, the phrase "changes in level" refers to surfaces with slopes and to surfaces with abrupt rise exceeding that permitted in Section 303.3. Such changes in level are prohibited in required clear floor and ground spaces, turning spaces, and in similar spaces where people using wheelchairs and other mobility devices must park their mobility aids such as in wheelchair spaces, or maneuver to use elements such as at doors, fixtures, and telephones. The exception permits slopes not steeper than 1:48. 304.3 Size Turning space shall comply with 304.3.1 or 304.3.2. 304.3.1 Circular Space The turning space shall be a space of 60 inches (1525 mm) diameter minimum. The space shall be permitted to include knee and toe clearance complying with 306. 305 Clear Floor or Ground Space 305.1 General Clear floor or ground space shall comply with 305. 305.2 Floor or Ground Surfaces Floor or ground surfaces of a clear floor or ground space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 305.4 Knee and Toe Clearance Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with 306. 305.6 Approach One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. 305.7 Maneuvering Clearance Where a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearance shall be provided in accordance with 305.7.1 and 305.7.2. 306.1 General Where space beneath an element is included as part of clear floor or ground space or turning space, the space shall comply with 306. Additional space shall not be prohibited beneath an element but shall not be considered as part of the clear floor or ground space or turning space. Advisory 306.1 General. Clearances are measured in relation to the usable clear floor space, not necessarily to the vertical support for an element. When determining clearance under an object for required turning or maneuvering space, care should be taken to ensure the space is clear of any obstructions. 306.2.1 General Space under an element between the finish floor or ground and 9 inches (230 mm) above the finish floor or ground shall be considered toe clearance and shall comply with 306.2. 306.2.2 Maximum Depth Toe clearance shall extend 25 inches (635 mm) maximum under an element. 306.2.3 Minimum Required Depth Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17 inches (430 mm) minimum under the element. 306.2.4 Additional Clearance Space extending greater than 6 inches (150 mm) beyond the available knee clearance at 9 inches (230 mm) above the finish floor or ground shall not be considered toe clearance. 306.2.5 Width Toe clearance shall be 30 inches (760 mm) wide minimum. 307 Protruding Objects Protruding Object Limits 307.1 General Protruding objects shall comply with 307. 307.5 Required Clear Width Protruding objects shall not reduce the clear width required for accessible routes. 308 Reach Ranges 308.2 Forward Reach 309.1 General Operable parts shall comply with 309. 309.2 Clear Floor Space A clear floor or ground space complying with 305 shall be provided. 309.3 Height Operable parts shall be placed within one or more of the reach ranges specified in 308. 309.4 Operation Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. EXCEPTION: Gas pump nozzles shall not be required to provide operable parts that have an activating force of 5 pounds (22.2 N) maximum. ACCESSIBLE ROUTES 401 General 401.1 Scope The provisions of Chapter 4 shall apply where required by Chapter 2 or where referenced by a requirement in this code. 402 Accessible Routes 402.1 General Accessible routes shall comply with 402. 402.2 Components Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable requirements of Chapter 4 and 208.3.1. Advisory 402.2 Components. Walking surfaces must have running slopes not steeper than 1:20, see 403.3. Other components of accessible routes, such as ramps (405) and curb ramps (406), are permitted to be more steeply sloped. Florida requirements of s.553.5041, F.S., incorporated in section 208.3.1 for accessible routes to parking that modify requirements of Chapter 4 must be complied with. Pursuant to s.553.512, F.S., Florida requirements, except s.553.5041(5)(a) width of accessible route to parking and s.553.041(c)1 parking space and access aisle width, may be waived down to the requirements of the ADA Standards for Accessible Design. 403 Walking Surfaces 403.1 General Walking surfaces that are a part of an accessible route shall comply with 403. 403.2 Floor or Ground Surface Floor or ground surfaces shall comply with 302. 403.3 Slope The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. 403.4 Changes in Level Changes in level shall comply with 303. 403.5 Clearances Walking surfaces shall provide clearances complying with 403.5. EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed. 403.6 Handrails Where handrails are provided along walking surfaces with running slopes not steeper than 1:20 they shall comply with 505. Advisory 403.6 Handrails. Handrails provided in elevator cabs and platform lifts are not required to comply with the requirements for handrails on walking surfaces. 404.1 General Doors, doorways, and gates that are part of an accessible route shall comply with 404. EXCEPTION: Doors, doorways, and gates designed to be operated only by security personnel shall not be required to comply with 404.2.7, 404.2.8, 404.2.9, 404.3.2 and 404.3.4 through 404.3.7. Advisory 404.1 General Exception. Security personnel must have sole control of doors that are eligible for the Exception at 404.1. It would not be acceptable for security personnel to operate the doors for people with disabilities while allowing others to have independent access. 404.2 Manual Doors, Doorways, and Manual Gates Manual doors and doorways and manual gates intended for user passage shall comply with 404.2. 404.2.1 Revolving Doors, Gates, and Turnstiles Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 404.2.2 Double-Leaf Doors and Gates At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404.2.4. 404.2.4 Maneuvering Clearances Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. EXCEPTION: Entry doors to hospital patient rooms shall not be required to provide the clearance beyond the latch side of the door. DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 4:17:46 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.12ACCESSIBILITY DETAILS2022-352 WRS / MW / MJ / NY ACCESSIBILITY DETAILS ACCESSIBLE ROUTES 404.2.4.4 Floor or Ground Surface Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in level are not permitted. EXCEPTIONS: Slopes not steeper than 1:48 shall be permitted. Changes in level at thresholds complying with 404.2.5 shall be permitted. 404.2.5 Thresholds Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303. EXCEPTION: Existing or altered thresholds 3/4 inch (19 mm) high maximum that have a beveled edge on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5. 404.2.8 Closing Speed Door and gate closing speed shall comply with 404.2.8. 404.2.8.1 Door Closers and Gate Closers Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. 404.2.8.2 Spring Hinges Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. 404.2.9 Door and Gate Opening Force Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: 1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum. 2. Sliding or folding doors: 5 pounds (22.2 N) maximum. 3. Exterior hinged doors shall be designed so that such doors can be pushed or pulled open with a force not exceeding 8.5 pounds (37.8 N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. Advisory 404.2.9 Door and Gate Opening Force. The maximum force pertains to the continuous application of force necessary to fully open a door, not the initial force needed to overcome the inertia of the door. It does not apply to the force required to retract bolts or to disengage other devices used to keep the door in a closed position. Florida law, s.553.504(6), F.S., establishes requirements for exterior door opening force. 404.2.10 Door and Gate Surfaces Swinging door and gate surfaces within 10 inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other. Cavities created by added kick plates shall be capped. EXCEPTIONS: Sliding doors shall not be required to comply with 404.2.10. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge tapered at 60 degrees minimum from the horizontal shall not be required to meet the 10 inch (255 mm) bottom smooth surface height requirement. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor or ground shall not be required to comply with 404.2.10. Existing doors and gates without smooth surfaces within 10 inches (255 mm) of the finish floor or ground shall not be required to provide smooth surfaces complying with 404.2.10 provided that if added kick plates are installed, cavities created by such kick plates are capped. 404.2.11 Vision Lights Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43 inches (1090 mm) maximum above the finish floor. EXCEPTION: Vision lights with the lowest part more than 66 inches (1675 mm) from the finish floor or ground shall not be required to comply with 404.2.11. 404.3 Automatic and Power-Assisted Doors and Gates Automatic doors and automatic gates shall comply with 404.3. Full-powered automatic doors shall comply with ANSI/BHMA A156.10 (incorporated by reference, see "Referenced Standards" in Chapter 1). Low-energy and power-assisted doors shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). 404.3.1 Clear Width Doorways shall provide a clear opening of 32 inches (815 mm) minimum in power-on and power-off mode. The minimum clear width for automatic door systems in a doorway shall be based on the clear opening provided by all leaves in the open position. 404.3.2 Maneuvering Clearance Clearances at power-assisted doors and gates shall comply with 404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 404.2.4. EXCEPTION: Where automatic doors and gates remain open in the power-off condition, compliance with 404.2.4 shall not be required. 404.3.3 Thresholds Thresholds and changes in level at doorways shall comply with 404.2.5. 404.3.4 Doors in Series and Gates in Series Doors in series and gates in series shall comply with 404.2.6. 404.3.5 Controls Manually operated controls shall comply with 309. The clear floor space adjacent to the control shall be located beyond the arc of the door swing. 404.3.6 Break Out Opening Where doors and gates without standby power are a part of a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches (815 mm) minimum when operated in emergency mode. EXCEPTION: Where manual swinging doors and gates comply with 404.2 and serve the same means of egress compliance with 404.3.6 shall not be required. 404.3.7 Revolving Doors, Revolving Gates, and Turnstiles Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 405.1 General Ramps on accessible routes shall comply with 405. EXCEPTION: In assembly areas, aisle ramps adjacent to seating and not serving elements required to be on an accessible route shall not be required to comply with 405. 405.3 Cross Slope Cross slope of ramp runs shall not be steeper than 1:48. Advisory 405.3 Cross Slope. Cross slope is the slope of the surface perpendicular to the direction of travel. Cross slope is measured the same way as slope is measured (i.e., the rise over the run). 405.4 Floor or Ground Surfaces Floor or ground surfaces of ramp runs shall comply with 302. Changes in level other than the running slope and cross slope are not permitted on ramp runs. 405.5 Clear Width The clear width of a ramp run and, where handrails are provided, the clear width between handrails shall be 36 inches (915 mm) minimum. EXCEPTION: Within employee work areas, the required clear width of ramps that are a part of common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed. 405.6 Rise The rise for any ramp run shall be 30 inches (760 mm) maximum. 405.7.1 Slope Landings shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 405.7.2 Width The landing clear width shall be at least as wide as the widest ramp run leading to the landing. 405.7.3 Length The landing clear length shall be 60 inches (1525 mm) long minimum. 405.7.4 Change in Direction Ramps that change direction between runs at landings shall have a clear landing 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum. 405.7.5 Doorways Where doorways are located adjacent to a ramp landing, maneuvering clearances required by 404.2.4 and 404.3.2 shall be permitted to overlap the required landing area. 405.8 Handrails Ramp runs with a rise greater than 6 inches (150 mm) shall have handrails complying with 505. EXCEPTION: Within employee work areas, handrails shall not be required where ramps that are part of common use circulation paths are designed to permit the installation of handrails complying with 505. Ramps not subject to the exception to 405.5 shall be designed to maintain a 36 inch (915 mm) minimum clear width when handrails are installed. 405.9 Edge Protection Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each side of ramp runs and at each side of ramp landings. EXCEPTIONS: 1. Edge protection shall not be required on ramps that are not required to have handrails and have sides complying with 406.3. 2. Edge protection shall not be required on the sides of ramp landings serving an adjoining ramp run or stairway. 3. Edge protection shall not be required on the sides of ramp landings having a vertical drop-off of 1/2 inch (13 mm) maximum within 10 inches (255 mm) horizontally of the minimum landing area specified in 405.7. 405.10 Wet Conditions Landings subject to wet conditions shall be designed to prevent the accumulation of water. 406 Curb Ramps 406.1 General Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, and 405.10. 406.4 Landings Landings shall be provided at the tops of curb ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing. EXCEPTION: In alterations, where there is no landing at the top of curb ramps, curb ramp flares shall be provided and shall not be steeper than 1:12. 406.5 Location Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides. 406.6 Diagonal Curb Ramps Diagonal or corner type curb ramps with returned curbs or other well-defined edges shall have the edges parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have a clear space 48 inches (1220 mm) minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 inches (1220 mm) minimum clear space within the markings. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches (610 mm) long minimum located on each side of the curb ramp and within the marked crossing. 407 Elevators 407.1 General Elevators shall comply with 407 and with ASME A17.1 (incorporated by reference, see "Referenced Standards" in Chapter 1). They shall be passenger elevators as classified by ASME A17.1. Elevator operation shall be automatic. Advisory 407.1 General. The ADA and other Federal civil rights laws require that accessible features be maintained in working order so that they are accessible to and usable by those people they are intended to benefit. Building owners should note that the ASME Safety Code for Elevators and Escalators requires routine maintenance and inspections. Isolated or temporary interruptions in service due to maintenance or repairs may be unavoidable; however, failure to take prompt action to effect repairs could constitute a violation of Federal laws and these requirements. 407.2 Elevator Landing Requirements Elevator landings shall comply with 407.2. 407.2.1 Call Controls Where elevator call buttons or keypads are provided, they shall comply with 407.2.1 and 309.4. Call buttons shall be raised or flush. EXCEPTION: Existing elevators shall be permitted to have recessed call buttons. 407.2.1.1 Height Call buttons and keypads shall be located within one of the reach ranges specified in 308, measured to the centerline of the highest operable part. EXCEPTION: Existing call buttons and existing keypads shall be permitted to be located at 54 inches (1370 mm) maximum above the finish floor, measured to the centerline of the highest operable part. 407.2.1.2 Size Call buttons shall be 3/4 inch (19 mm) minimum in the smallest dimension. EXCEPTION: Existing elevator call buttons shall not be required to comply with 407.2.1.2. 407.2.1.3 Clear Floor or Ground Space A clear floor or ground space complying with 305 shall be provided at call controls. Advisory 407.2.1.3 Clear Floor or Ground Space. The clear floor or ground space required at elevator call buttons must remain free of obstructions including ashtrays, plants, and other decorative elements that prevent wheelchair users and others from reaching the call buttons. The height of the clear floor or ground space is considered to be a volume from the floor to 80 inches (2030 mm) above the floor. Recessed ashtrays should not be placed near elevator call buttons so that persons who are blind or visually impaired do not inadvertently contact them or their contents as they reach for the call buttons. 407.2.1.4 Location The call button that designates the up direction shall be located above the call button that designates the down direction. EXCEPTION: Destination-oriented elevators shall not be required to comply with 407.2.1.4. Advisory 407.2.1.4 Location Exception. A destination-oriented elevator system provides lobby controls enabling passengers to select floor stops, lobby indicators designating which elevator to use, and a car indicator designating the floors at which the car will stop. Responding cars are programmed for maximum efficiency by reducing the number of stops any passenger experiences. 407.2.1.5 Signals Call buttons shall have visible signals to indicate when each call is registered and when each call is answered. EXCEPTIONS: Destination-oriented elevators shall not be required to comply with 407.2.1.5 provided that visible and audible signals complying with 407.2.2 indicating which elevator car to enter are provided. Existing elevators shall not be required to comply with 407.2.1.5. 407.2.1.6 Keypads Where keypads are provided, keypads shall be in a standard telephone keypad arrangement and shall comply with 407.4.7.2. 407.2.2 Hall Signals Hall signals, including in-car signals, shall comply with 407.2.2. 407.2.2.1 Visible and Audible Signals A visible and audible signal shall be provided at each hoistway entrance to indicate which car is answering a call and the car's direction of travel. Where in-car signals are provided, they shall be visible from the floor area adjacent to the hall call buttons. EXCEPTIONS: Visible and audible signals shall not be required at each destination-oriented elevator where a visible and audible signal complying with 407.2.2 is provided indicating the elevator car designation information. In existing elevators, a signal indicating the direction of car travel shall not be required. DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 4:17:48 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.13ACCESSIBILITY DETAILS2022-352 WRS / MW / MJ / NY ACCESSIBILITY DETAILS ACCESSIBLE ROUTES 407.2.2.3 Audible Signals Audible signals shall sound once for the up direction and twice for the down direction, or shall have verbal annunciators that indicate the direction of elevator car travel. Audible signals shall have a frequency of 1500 Hz maximum. Verbal annunciators shall have a frequency of 300 Hz minimum and 3000 Hz maximum. The audible signal and verbal annunciator shall be 10 dB minimum above ambient, but shall not exceed 80 dB, measured at the hall call button. EXCEPTIONS: Destination-oriented elevators shall not be required to comply with 407.2.2.3 provided that the audible tone and verbal announcement is the same as those given at the call button or call button keypad. Existing elevators shall not be required to comply with the requirements for frequency and dB range of audible signals. 407.2.2.4 Differentiation Each destination-oriented elevator in a bank of elevators shall have audible and visible means for differentiation. 407.2.3 Hoistway Signs Signs at elevator hoistways shall comply with 407.2.3. 407.2.3.2 Car Designations Destination-oriented elevators shall provide tactile car identification complying with 703.2 on both jambs of the hoistway immediately below the floor designation. Car designations shall be provided in both tactile characters and braille. Tactile characters shall be 2 inches (51 mm) high minimum. 407.3.1 Type Elevator doors shall be the horizontal sliding type. Car gates shall be prohibited. 407.3.2 Operation Elevator hoistway and car doors shall open and close automatically. EXCEPTION: Existing manually operated hoistway swing doors shall be permitted provided that they comply with 404.2.3 and 404.2.9. Car door closing shall not be initiated until the hoistway door is closed. 407.3.3 Reopening Device Elevator doors shall be provided with a reopening device complying with 407.3.3 that shall stop and reopen a car door and hoistway door automatically if the door becomes obstructed by an object or person. EXCEPTION: Existing elevators with manually operated doors shall not be required to comply with 407.3.3. 407.3.3.1 Height The device shall be activated by sensing an obstruction passing through the opening at 5 inches (125 mm) nominal and 29 inches (735 mm) nominal above the finish floor. 407.3.3.2 Contact The device shall not require physical contact to be activated, although contact is permitted to occur before the door reverses. 407.3.3.3 Duration Door reopening devices shall remain effective for 20 seconds minimum. 407.3.4 Door and Signal Timing The minimum acceptable time from notification that a car is answering a call or notification of the car assigned at the means for the entry of destination information until the doors of that car start to close shall be calculated from the following equation: T = D/(1.5 ft/s) or T = D/(455 mm/s) = 5 seconds minimum where T equals the total time in seconds and D equals the distance (in feet or millimeters) from the point in the lobby or corridor 60 inches (1525 mm) directly in front of the farthest call button controlling that car to the centerline of its hoistway door. EXCEPTIONS: For cars with in-car lanterns, T shall be permitted to begin when the signal is visible from the point 60 inches (1525 mm) directly in front of the farthest hall call button and the audible signal is sounded. Destination-oriented elevators shall not be required to comply with 407.3.4. 407.3.5 Door Delay Elevator doors shall remain fully open in response to a car call for 3 seconds minimum. 407.3.6 Width The width of elevator doors shall comply with Table 407.4.1. EXCEPTION: In existing elevators, a power-operated car door complying with 404.2.3 shall be permitted. 407.4 Elevator Car Requirements Elevator cars shall comply with 407.4. 407.4.6.2 Buttons Car control buttons with floor designations shall comply with 407.4.6.2 and shall be raised or flush. EXCEPTION: In existing elevators, buttons shall be permitted to be recessed. 407.4.6.2.1 Size Buttons shall be 3/4 inch (19 mm) minimum in their smallest dimension. 407.4.6.2.2 Arrangement Buttons shall be arranged with numbers in ascending order. When two or more columns of buttons are provided they shall read from left to right. 407.4.6.3 Keypads Car control keypads shall be in a standard telephone keypad arrangement and shall comply with 407.4.7.2. 407.4.6.4 Emergency Controls Emergency controls shall comply with 407.4.6.4. 407.4.6.4.1 Height Emergency control buttons shall have their centerlines 35 inches (890 mm) minimum above the finish floor. 407.4.6.4.2 Location Emergency controls, including the emergency alarm, shall be grouped at the bottom of the panel. 407.4.7 Designations and Indicators of Car Controls Designations and indicators of car controls shall comply with 407.4.7. EXCEPTION: In existing elevators, where a new car operating panel complying with 407.4.7 is provided, existing car operating panels shall not be required to comply with 407.4.7. 407.4.7.1 Buttons Car control buttons shall comply with 407.4.7.1. 407.4.7.1.1 Type Control buttons shall be identified by tactile characters complying with 703.2. 407.4.7.1.2 Location Raised character and braille designations shall be placed immediately to the left of the control button to which the designations apply. EXCEPTION: Where space on an existing car operating panel precludes tactile markings to the left of the controls, markings shall be placed as near to the control as possible. 410 Platform Lifts 410.1 General Platform lifts shall comply with ASME A18.1 (1999 edition or 2003 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). Platform lifts shall not be attendant-operated and shall provide unassisted entry and exit from the lift. Advisory 410.1 General. Inclined stairway chairlifts and inclined and vertical platform lifts are available for short-distance vertical transportation. Because an accessible route requires an 80 inch (2030 mm) vertical clearance, care should be taken in selecting lifts as they may not be equally suitable for use by people using wheelchairs and people standing. If a lift does not provide 80 inch (2030 mm) vertical clearance, it cannot be considered part of an accessible route in new construction. The ADA and other Federal civil rights laws require that accessible features be maintained in working order so that they are accessible to and usable by those people they are intended to benefit. Building owners are reminded that the ASME A18 Safety Standard for Platform Lifts and Stairway Chairlifts requires routine maintenance and inspections. Isolated or temporary interruptions in service due to maintenance or repairs may be unavoidable; however, failure to take prompt action to effect repairs could constitute a violation of Federal laws and these requirements. 410.2 Floor Surfaces Floor surfaces in platform lifts shall comply with 302 and 303. 410.3 Clear Floor Space Clear floor space in platform lifts shall comply with 305. 410.4 Platform to Runway Clearance The clearance between the platform sill and the edge of any runway landing shall be 1 inch (32 mm) maximum. 410.5 Operable Parts Controls for platform lifts shall comply with 309. PLUMBING ELEMENTS & FACILITIES 601 General 601.1 Scope The provisions of Chapter 6 shall apply where required by Chapter 2 or where referenced by a requirement in this code. 602 Drinking Fountains 602.1 General Drinking fountains shall comply with 307 and 602. 602.2 Clear Floor Space Units shall have a clear floor or ground space complying with 305 positioned for a forward approach and centered on the unit.Knee and toe clearance complying with 306 shall be provided. EXCEPTION: A parallel approach complying with 305 shall be permitted at units for children's use where the spout is 30 inches (760 mm) maximum above the finish floor or ground and is 3 1/2 inches (90 mm) maximum from the front edge of the unit, including bumpers. 602.3 Operable Parts Operable parts shall comply with 309. 602.4 Spout Height Spout outlets shall be 36 inches (915 mm) maximum above the finish floor or ground. 602.6 Water Flow The spout shall provide a flow of water 4 inches (100 mm) high minimum and shall be located 5 inches (125 mm) maximum from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches (75 mm) of the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches (75 mm) and 5 inches (125 mm) maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. Advisory 602.6 Water Flow. The purpose of requiring the drinking fountain spout to produce a flow of water 4 inches (100 mm) high minimum is so that a cup can be inserted under the flow of water to provide a drink of water for an individual who, because of a disability, would otherwise be incapable of using the drinking fountain. 602.7 Drinking Fountains for Standing Persons Spout outlets of drinking fountains for standing persons shall be 38 inches (965 mm) minimum and 43 inches (1090 mm) maximum above the finish floor or ground. 603 Toilet and Bathing Rooms 603.1 General Toilet and bathing rooms shall comply with 603. 603.2 Clearances Clearances shall comply with 603.2. 603.2.1 Turning Space Turning space complying with 304 shall be provided within the room. 603.2.2 Overlap Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to overlap. 603.2.3 Door Swing Doors shall not swing into the clear floor space or clearance required for any fixture. Doors shall be permitted to swing into the required turning space. EXCEPTIONS: Doors to a toilet room or bathing room for a single occupant accessed only through a private office and not for common use or public use shall be permitted to swing into the clear floor space or clearance provided the swing of the door can be reversed to comply with 603.2.3. Where the toilet room or bathing room is for individual use and a clear floor space complying with 305.3 is provided within the room beyond the arc of the door swing, doors shall be permitted to swing into the clear floor space or clearance required for any fixture. Advisory 603.2.3 Door Swing Exception 1. At the time the door is installed, and if the door swing is reversed in the future, the door must meet all the requirements specified in 404. Additionally, the door swing cannot reduce the required width of an accessible route. Also, avoid violating other building or life safety codes when the door swing is reversed. 603.3 Mirrors Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches (890 mm) maximum above the finish floor or ground. Advisory 603.3 Mirrors. A single full-length mirror can accommodate a greater number of people, including children. In order for mirrors to be usable by people who are ambulatory and people who use wheelchairs, the top edge of mirrors should be 74 inches (1880 mm) minimum from the floor or ground. 603.4 Coat Hooks and Shelves Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor. 604 Water Closets and Toilet Compartments 604.1 General Water closets and toilet compartments shall comply with 604.2 through 604.8. EXCEPTION: Water closets and toilet compartments for children's use shall be permitted to comply with 604.9. 604.3 Clearance Clearances around water closets and in toilet compartments shall comply with 604.3. 604.4 Seats The seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. EXCEPTIONS: A water closet in a toilet room for a single occupant accessed only through a private office and not for common use or public use shall not be required to comply with 604.4. In residential dwelling units, the height of water closets shall be permitted to be 15 inches (380 mm) minimum and 19 inches (485 mm) maximum above the finish floor measured to the top of the seat. 604.5 Grab Bars Grab bars for water closets shall comply with 609. Grab bars shall be provided on the side wall closest to the water closet and on the rear wall. EXCEPTIONS: Grab bars shall not be required to be installed in a toilet room for a single occupant accessed only through a private office and not for common use or public use provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 604.5. In residential dwelling units, grab bars shall not be required to be installed in toilet or bathrooms provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 604.5. In detention or correction facilities, grab bars shall not be required to be installed in housing or holding cells that are specially designed without protrusions for purposes of suicide prevention. Advisory 604.5 Grab Bars Exception 2. Reinforcement must be sufficient to permit the installation of rear and side wall grab bars that fully meet all accessibility requirements including, but not limited to, required length, installation height, and structural strength. 604.6 Flush Controls Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. Advisory 604.6 Flush Controls. If plumbing valves are located directly behind the toilet seat, flush valves and related plumbing can cause injury or imbalance when a person leans back against them. To prevent causing injury or imbalance, the plumbing can be located behind walls or to the side of the toilet; or if approved by the local authority having jurisdiction, provide a toilet seat lid. 604.6 Flush Controls Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. Advisory 604.6 Flush Controls. If plumbing valves are located directly behind the toilet seat, flush valves and related plumbing can cause injury or imbalance when a person leans back against them. To prevent causing injury or imbalance, the plumbing can be located behind walls or to the side of the toilet; or if approved by the local authority having jurisdiction, provide a toilet seat lid. 604.8 Toilet Compartments Wheelchair accessible toilet compartments shall meet the requirements of 604.8.1 and 604.8.3. Compartments containing more than one plumbing fixture shall comply with 603. Ambulatory accessible compartments shall comply with 604.8.2 and 604.8.3. 604.8.1 Wheelchair Accessible Compartments Wheelchair accessible compartments shall comply with 604.8.1. 604.8.1.3 Approach Compartments shall be arranged for left-hand or right-hand approach to the water closet. 604.8.1.4 Toe Clearance The front partition and at least one side partition shall provide a toe clearance of 9 inches (230 mm) minimum above the finish floor and 6 inches (150 mm) deep minimum beyond the compartment-side face of the partition, exclusive of partition support members. Compartments for children's use shall provide a toe clearance of 12 inches (305 mm) minimum above the finish floor. EXCEPTION: Toe clearance at the front partition is not required in a compartment greater than 62 inches (1575 mm) deep with a wall-hung water closet or 65 inches (1650 mm) deep with a floor-mounted water closet. Toe clearance at the side partition is not required in a compartment greater than 66 inches (1675 mm) wide. Toe clearance at the front partition is not required in a compartment for children's use that is greater than 65 inches (1650 mm) deep. 604.8.1.5 Grab Bars Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided and shall be located on the wall closest to the water closet. In addition, a rear-wall grab bar complying with 604.5.2 shall be provided. 604.8.1.6 Lavatory In new construction, the wheelchair accessible toilet compartment shall contain an accessible lavatory within it, which must be at least 19 inches wide by 17 inches deep, nominal size, and wall-mounted. The lavatory shall be mounted so as not to overlap the clear floor space areas required by section 604 for the wheelchair accessible toilet compartment and shall comply with section 606. Such lavatories shall be counted as part of the required fixture count for the building. See also section 213.3.4. 604.8.1.7 Water Closet In new construction, the accessible water closet within the wheelchair accessible compartment shall be located in the corner,diagonal to the door. Advisory 604.8.1.6 Lavatory and 604.8.1.7 Water Closet. Florida law, section 553.504(5), F.S., stipulates that "...required bathing rooms and toilet rooms in new construction shall be designed and constructed..." with an accessible lavatory in the wheelchair accessible compartment and the water closet located in a corner diagonal to the door. The ADA Standards for Accessible Design and therefore this code require wheelchair accessible compartments in new construction and in alterations of existing buildings to have self closing doors. While the Florida lavatory requirement and water closet placement apply only to new construction, they are desirable for all wheelchair accessible compartments and should be considered where feasible. 604.8.2 Ambulatory Accessible Compartments Ambulatory accessible compartments shall comply with 604.8.2. 604.8.2.1 Size Ambulatory accessible compartments shall have a depth of 60 inches (1525 mm) minimum and a width of 35 inches (890 mm) minimum and 37 inches (940 mm) maximum. 604.8.2.2 Doors Toilet compartment doors, including door hardware, shall comply with 404, except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 42 inches (1065 mm) minimum. The door shall be self-closing. A door pull complying with 404.2.7 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area. 604.8.2.3 Grab Bars Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided on both sides of the compartment. 604.8.3 Coat Hooks and Shelves Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor. DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 4:17:50 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.14ACCESSIBILITY DETAILS2022-352 WRS / MW / MJ / NY 605.3 Clear Floor Space A clear floor or ground space complying with 305 positioned for forward approach shall be provided. 605.4 Flush Controls Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. 606 Lavatories and Sinks 606.1 General Lavatories and sinks shall comply with 606. Advisory 606.1 General. If soap and towel dispensers are provided, they must be located within the reach ranges specified in 308. Locate soap and towel dispensers so that they are conveniently usable by a person at the accessible lavatory. 606.2 Clear Floor Space A clear floor space complying with 305, positioned for a forward approach, and knee and toe clearance complying with 306 shall be provided. EXCEPTIONS: A parallel approach complying with 305 shall be permitted to a kitchen sink, in a space where a cook top or conventional range is not provided, and to wet bars. A lavatory in a toilet room or bathing facility for a single occupant accessed only through a private office and not for common use or public use shall not be required to provide knee and toe clearance complying with 306. In residential dwelling units, cabinetry shall be permitted under lavatories and kitchen sinks provided that all of the following conditions are met: the cabinetry can be removed without removal or replacement of the fixture; the finish floor extends under the cabinetry; and the walls behind and surrounding the cabinetry are finished. A knee clearance of 24 inches (610 mm) minimum above the finish floor or ground shall be permitted at lavatories and sinks used primarily by children 6 through 12 years where the rim or counter surface is 31 inches (785 mm) maximum above the finish floor or ground. A parallel approach complying with 305 shall be permitted to lavatories and sinks used primarily by children 5 years and younger. The dip of the overflow shall not be considered in determining knee and toe clearances. No more than one bowl of a multi-bowl sink shall be required to provide knee and toe clearance complying with 306. 606.4 Faucets Controls for faucets shall comply with 309. Hand-operated metering faucets shall remain open for 10 seconds minimum. 606.5 Exposed Pipes and Surfaces Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 607 Bathtubs 607.1 General Bathtubs shall comply with 607. 607.2 Clearance Clearance in front of bathtubs shall extend the length of the bathtub and shall be 30 inches (760 mm) wide minimum. A lavatory complying with 606 shall be permitted at the control end of the clearance. Where a permanent seat is provided at the head end of the bathtub, the clearance shall extend 12 inches (305 mm) minimum beyond the wall at the head end of the bathtub. 607.3 Seat A permanent seat at the head end of the bathtub or a removable in-tub seat shall be provided. Seats shall comply with 610. 607.4 Grab Bars Grab bars for bathtubs shall comply with 609 and shall be provided in accordance with 607.4.1 or 607.4.2. EXCEPTIONS: Grab bars shall not be required to be installed in a bathtub located in a bathing facility for a single occupant accessed only through a private office and not for common use or public use provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 607.4. In residential dwelling units, grab bars shall not be required to be installed in bathtubs located in bathing facilities provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 607.4. 607.4.1 Bathtubs With Permanent Seats For bathtubs with permanent seats, grab bars shall be provided in accordance with 607.4.1. 608 Shower Compartments 608.1 General Shower compartments shall comply with 608. Advisory 608.1 General. Shower stalls that are 60 inches (1525 mm) wide and have no curb may increase the usability of a bathroom because the shower area provides additional maneuvering space. 608.2 Size and Clearances for Shower Compartments Shower compartments shall have sizes and clearances complying with 608.2. ACCESSIBILITY DETAILS PLUMBING ELEMENTS & FACILITIES 608.3 Grab Bars Grab bars shall comply with 609 and shall be provided in accordance with 608.3. Where multiple grab bars are used, required horizontal grab bars shall be installed at the same height above the finish floor. EXCEPTIONS: Grab bars shall not be required to be installed in a shower located in a bathing facility for a single occupant accessed only through a private office, and not for common use or public use provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 608.3. In residential dwelling units, grab bars shall not be required to be installed in showers located in bathing facilities provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 608.3. 608.4 Seats A folding or non-folding seat shall be provided in transfer type shower compartments. A folding seat shall be provided in roll-in type showers required in transient lodging guest rooms with mobility features complying with 806.2. Seats shall comply with 610. EXCEPTION: In residential dwelling units, seats shall not be required in transfer type shower compartments provided that reinforcement has been installed in walls so as to permit the installation of seats complying with 608.4. 608.5 Controls Controls, faucets, and shower spray units shall comply with 309.4. 608.5.1 Transfer Type Shower Compartments In transfer type shower compartments, the controls, faucets, and shower spray unit shall be installed on the side wall opposite the seat 38 inches (965 mm) minimum and 48 inches (1220 mm) maximum above the shower floor and shall be located on the control wall 15 inches (380 mm) maximum from the centerline of the seat toward the shower opening. 608.6 Shower Spray Unit and Water A shower spray unit with a hose 59 inches (1500 mm) long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Shower spray units shall deliver water that is 120°F (49°C) maximum. EXCEPTION: A fixed shower head located at 48 inches (1220 mm) maximum above the shower finish floor shall be permitted instead of a hand-held spray unit in facilities that are not medical care facilities, long-term care facilities, transient lodging guest rooms, or residential dwelling units. Advisory 608.6 Shower Spray Unit and Water. Ensure that hand-held shower spray units are capable of delivering water pressure substantially equivalent to fixed shower heads. 608.7 Thresholds Thresholds in roll-in type shower compartments shall be 1/2 inch (13 mm) high maximum in accordance with 303. In transfer type shower compartments, thresholds 1/2 inch (13 mm) high maximum shall be beveled, rounded, or vertical. EXCEPTION: A threshold 2 inches (51 mm) high maximum shall be permitted in transfer type shower compartments in existing facilities where provision of a 1/2 inch (13 mm) high threshold would disturb the structural reinforcement of the floor slab. 608.8 Shower Enclosures Enclosures for shower compartments shall not obstruct controls, faucets, and shower spray units or obstruct transfer from wheelchairs onto shower seats. 609 Grab Bars 609.1 General Grab bars in toilet facilities and bathing facilities shall comply with 609. 609.2 Cross Section Grab bars shall have a cross section complying with 609.2.1 or 609.2.2. 609.2.1 Circular Cross Section Grab bars with circular cross sections shall have an outside diameter of 11/4 inches (32 mm) minimum and 2 inches (51 mm) maximum. 609.4 Position of Grab Bars Grab bars shall be installed in a horizontal position, 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the finish floor measured to the top of the gripping surface, except that at water closets for children's use complying with 604.9, grab bars shall be installed in a horizontal position 18 inches (455 mm) minimum and 27 inches (685 mm) maximum above the finish floor measured to the top of the gripping surface. The height of the lower grab bar on the back wall of a bathtub shall comply with 607.4.1.1 or 607.4.2.1. 609.5 Surface Hazards Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. 609.6 Fittings Grab bars shall not rotate within their fittings. 609.7 Installation Grab bars shall be installed in any manner that provides a gripping surface at the specified locations and that does not obstruct the required clear floor space. 609.8 Structural Strength Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting device, or supporting structure. 610 Seats 610.1 General Seats in bathtubs and shower compartments shall comply with 610. 610.2 Bathtub Seats The top of bathtub seats shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the bathroom finish floor. The depth of a removable in-tub seat shall be 15 inches (380 mm) minimum and 16 inches (405 mm) maximum. The seat shall be capable of secure placement. Permanent seats at the head end of the bathtub shall be 15 inches (380 mm) deep minimum and shall extend from the back wall to or beyond the outer edge of the bathtub. 610.4 Structural Strength Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device, or supporting structure. SPECIAL ROOMS, SPACES & ELEMENTS 801 General 801.1 Scope The provisions of Chapter 8 shall apply where required by Chapter 2 or where referenced by a requirement in this code. Advisory 801.1 Scope. Facilities covered by these requirements are also subject to the requirements of the other chapters. For example, 806 addresses guest rooms in transient lodging facilities while 902 contains the technical specifications for dining surfaces. If a transient lodging facility contains a restaurant, the restaurant must comply with requirements in other chapters such as those applicable to certain dining surfaces. 802 Wheelchair Spaces, Companion Seats, and Designated Aisle Seats 802.1 Wheelchair Spaces Wheelchair spaces shall comply with 802.1. 802.1.1 Floor or Ground Surface The floor or ground surface of wheelchair spaces shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 803 Dressing, Fitting, and Locker Rooms 803.1 General Dressing, fitting, and locker rooms shall comply with 803. Advisory 803.1 General. Partitions and doors should be designed to ensure people using accessible dressing and fitting rooms privacy equivalent to that afforded other users of the facility. Section 903.5 requires dressing room bench seats to be installed so that they are at the same height as a typical wheelchair seat, 17 inches (430 mm) to 19 inches (485 mm). However, wheelchair seats can be lower than dressing room benches for people of short stature or children using wheelchairs. 803.2 Turning Space Turning space complying with 304 shall be provided within the room. 803.3 Door Swing Doors shall not swing into the room unless a clear floor or ground space complying with 305.3 is provided beyond the arc of the door swing. 803.4 Benches A bench complying with 903 shall be provided within the room. 803.5 Coat Hooks and Shelves Coat hooks provided within the room shall be located within one of the reach ranges specified in 308. Shelves shall be 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. BUILT-IN ELEMENTS 901 General 901.1 Scope The provisions of Chapter 9 shall apply where required by Chapter 2 or where referenced by a requirement in this code. 902 Dining Surfaces and Work Surfaces 902.1 General Dining surfaces and work surfaces shall comply with 902.2 and 902.3. EXCEPTION: Dining surfaces and work surfaces for children's use shall be permitted to comply with 902.4. Advisory 902.1 General. Dining surfaces include, but are not limited to, bars, tables, lunch counters, and booths. Examples of work surfaces include writing surfaces, study carrels, student laboratory stations, baby changing and other tables or fixtures for personal grooming, coupon counters, and where covered by the ABA scoping provisions, employee work stations. 902.2 Clear Floor or Ground Space A clear floor space complying with 305 positioned for a forward approach shall be provided. Knee and toe clearance complying with 306 shall be provided. 902.3 Height The tops of dining surfaces and work surfaces shall be 28 inches (710 mm) minimum and 34 inches (865 mm) maximum above the finish floor or ground. 902.4 Dining Surfaces and Work Surfaces for Children's Use Accessible dining surfaces and work surfaces for children's use shall comply with 902.4. EXCEPTION: Dining surfaces and work surfaces that are used primarily by children 5 years and younger shall not be required to comply with 902.4 where a clear floor or ground space complying with 305 positioned for a parallel approach is provided. 902.4.1 Clear Floor or Ground Space A clear floor space complying with 305 positioned for forward approach shall be provided. Knee and toe clearance complying with 306 shall be provided, except that knee clearance 24 inches (610 mm) minimum above the finish floor or ground shall be permitted. 902.4.2 Height The tops of tables and counters shall be 26 inches (660 mm) minimum and 30 inches (760 mm) maximum above the finish floor or ground. 903 Benches 903.1 General Benches shall comply with 903. 903.2 Clear Floor or Ground Space Clear floor or ground space complying with 305 shall be provided and shall be positioned at the end of the bench seat and parallel to the short axis of the bench. 903.3 Size Benches shall have seats that are 42 inches (1065 mm) long minimum and 20 inches (510 mm) deep minimum and 24 inches (610 mm)deep maximum. 903.5 Height The top of the bench seat surface shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the finish floor or ground. 903.6 Structural Strength Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device, or supporting structure. DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 4:17:52 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.15ACCESSIBILITY DETAILS2022-352 WRS / MW / MJ / NY ACCESSIBILITY DETAILS BUILT-IN ELEMENTS 903.7 Wet Locations Where installed in wet locations, the surface of the seat shall be slip resistant and shall not accumulate water. 904 Check-Out Aisles and Sales and Service Counters 904.1 General Check-out aisles and sales and service counters shall comply with the applicable requirements of 904. 904.2 Approach All portions of counters required to comply with 904 shall be located adjacent to a walking surface complying with 403. Advisory 904.2 Approach. If a cash register is provided at the sales or service counter, locate the accessible counter close to the cash register so that a person using a wheelchair is visible to sales or service personnel and to minimize the reach for a person with a disability. 904.3 Check-Out Aisles Check-out aisles shall comply with 904.3. 904.3.1 Aisle Aisles shall comply with 403. 904.3.2 Counter The counter surface height shall be 38 inches (965 mm) maximum above the finish floor or ground. The top of the counter edge protection shall be 2 inches (51 mm) maximum above the top of the counter surface on the aisle side of the check-out counter. 904.3.3 Check Writing Surfaces Where provided, check writing surfaces shall comply with 902.3. 904.4 Sales and Service Counters Sales counters and service counters shall comply with 904.4.1 or 904.4.2. The accessible portion of the counter top shall extend the same depth as the sales or service counter top. EXCEPTION: In alterations, when the provision of a counter complying with 904.4 would result in a reduction of the number of existing counters at work stations or a reduction of the number of existing mail boxes, the counter shall be permitted to have a portion which is 24 inches (610 mm) long minimum complying with 904.4.1 provided that the required clear floor or ground space is centered on the accessible length of the counter. 904.4.1 Parallel Approach A portion of the counter surface that is 36 inches (915 mm) long minimum and 36 inches (915 mm) high maximum above the finish floor shall be provided. A clear floor or ground space complying with 305 shall be positioned for a parallel approach adjacent to the 36 inch (915 mm) minimum length of counter. EXCEPTION: Where the provided counter surface is less than 36 inches (915 mm) long, the entire counter surface shall be 36 inches (915 mm) high maximum above the finish floor. 904.4.2 Forward Approach A portion of the counter surface that is 30 inches (760 mm) long minimum and 36 inches (915 mm) high maximum shall be provided. Knee and toe space complying with 306 shall be provided under the counter. A clear floor or ground space complying with 305 shall be positioned for a forward approach to the counter. 904.5 Food Service Lines Counters in food service lines shall comply with 904.5. 904.5.1 Self-Service Shelves and Dispensing Devices Self-service shelves and dispensing devices for tableware, dishware, condiments, food and beverages shall comply with 308. 904.5.2 Tray Slides The tops of tray slides shall be 28 inches (710 mm) minimum and 34 inches (865 mm) maximum above the finish floor or ground. 904.6 Security Glazing Where counters or teller windows have security glazing to separate personnel from the public, a method to facilitate voice communication shall be provided. Telephone handset devices, if provided, shall comply with 704.3. Advisory 904.6 Security Glazing. Assistive listening devices complying with 706 can facilitate voice communication at counters or teller windows where there is security glazing which promotes distortion in audible information. Where assistive listening devices are installed, place signs complying with 703.7.2.4 to identify those facilities which are so equipped. Other voice communication methods include, but are not limited to, grilles, slats, talk- through baffles, intercoms, or telephone handset devices. 1004 Exercise Machines and Equipment 1004.1 Clear Floor Space Exercise machines and equipment shall have a clear floor space complying with 305 positioned for transfer or for use by an individual seated in a wheelchair. Clear floor or ground spaces required at exercise machines and equipment shall be permitted to overlap. Advisory 1004.1 Clear Floor Space. One clear floor or ground space is permitted to be shared between two pieces of exercise equipment. To optimize space use, designers should carefully consider layout options such as connecting ends of the row and center aisle spaces. The position of the clear floor space may vary greatly depending on the use of the equipment or machine. For example, to provide access to a shoulder press machine, clear floor space next to the seat would be appropriate to allow for transfer. Clear floor space for a bench press machine designed for use by an individual seated in a wheelchair, however, will most likely be centered on the operating mechanisms. 1008.2.5.2 Elevated The rise for any ramp run connecting elevated play components shall be 12 inches (305 mm) maximum. 1008.2.5.3 Handrails Where required on ramps serving play components, the handrails shall comply with 505 except as modified by 1008.2.5.3. EXCEPTIONS: Handrails shall not be required on ramps located within ground level use zones. Handrail extensions shall not be required. 1008.2.5.3.1 Handrail Gripping Surfaces Handrail gripping surfaces with a circular cross section shall have an outside diameter of 0.95 inch (24 mm) minimum and 1.55 inches (39 mm) maximum. Where the shape of the gripping surface is non-circular, the handrail shall provide an equivalent gripping surface. 1008.2.5.3.2 Handrail Height The top of handrail gripping surfaces shall be 20 inches (510 mm) minimum and 28 inches (710 mm) maximum above the ramp surface. 1008.2.6 Ground Surfaces Ground surfaces on accessible routes, clear floor or ground spaces, and turning spaces shall comply with 1008.2.6. Advisory 1008.2.6 Ground Surfaces. Ground surfaces must be inspected and maintained regularly to ensure continued compliance with the ASTM F 1951 standard. The type of surface material selected and play area use levels will determine the frequency of inspection and maintenance activities. 1008.2.6.1 Accessibility Ground surfaces shall comply with ASTM F 1951 (incorporated by reference, see "Referenced Standards" in Chapter 1). Ground surfaces shall be inspected and maintained regularly and frequently to ensure continued compliance with ASTM F 1951. 1008.2.6.2 Use Zones Ground surfaces located within use zones shall comply with ASTM F 1292 (1999 edition or 2004 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). 1009 Swimming Pools, Wading Pools, and Spas 1009.1 General Where provided, pool lifts, sloped entries, transfer walls, transfer systems, and pool stairs shall comply with 1009. 1009.2 Pool Lifts Pool lifts shall comply with 1009.2. Advisory 1009.2 Pool Lifts. There are a variety of seats available on pool lifts ranging from sling seats to those that are preformed or molded. Pool lift seats with backs will enable a larger population of persons with disabilities to use the lift. Pool lift seats that consist of materials that resist corrosion and provide a firm base to transfer will be usable by a wider range of people with disabilities. Additional options such as armrests, head rests, seat belts, and leg support will enhance accessibility and better accommodate people with a wide range of disabilities. 1009.2.1 Pool Lift Location Pool lifts shall be located where the water level does not exceed 48 inches (1220 mm). EXCEPTIONS: Where the entire pool depth is greater than 48 inches (1220 mm), compliance with 1009.2.1 shall not be required. Where multiple pool lift locations are provided, no more than one pool lift shall be required to be located in an area where the water level is 48 inches (1220 mm) maximum. 1009.2.2 Seat Location In the raised position, the centerline of the seat shall be located over the deck and 16 inches (405 mm) minimum from the edge of the pool. The deck surface between the centerline of the seat and the pool edge shall have a slope not steeper than 1:48. 1009.2.3 Clear Deck Space On the side of the seat opposite the water, a clear deck space shall be provided parallel with the seat. The space shall be 36 inches (915 mm) wide minimum and shall extend forward 48 inches (1220 mm) minimum from a line located 12 inches (305 mm) behind the rear edge of the seat. The clear deck space shall have a slope not steeper than 1:48. 1009.2.4 Seat Height The height of the lift seat shall be designed to allow a stop at 16 inches (405 mm) minimum to 19 inches (485 mm) maximum measured from the deck to the top of the seat surface when in the raised (load) position. 1009.2.5 Seat Width The seat shall be 16 inches (405 mm) wide minimum. 1009.2.6 Footrests and Armrests Footrests shall be provided and shall move with the seat. If provided, the armrest positioned opposite the water shall be removable or shall fold clear of the seat when the seat is in the raised (load) position. EXCEPTION: Footrests shall not be required on pool lifts provided in spas. 1009.2.7 Operation The lift shall be capable of unassisted operation from both the deck and water levels. Controls and operating mechanisms shall be unobstructed when the lift is in use and shall comply with 309.4. Advisory 1009.2.7 Operation. Pool lifts must be capable of unassisted operation from both the deck and water levels. This will permit a person to call the pool lift when the pool lift is in the opposite position. It is extremely important for a person who is swimming alone to be able to call the pool lift when it is in the up position so he or she will not be stranded in the water for extended periods of time awaiting assistance. The requirement for a pool lift to be independently operable does not preclude assistance from being provided. 1009.2.8 Submerged Depth The lift shall be designed so that the seat will submerge to a water depth of 18 inches (455 mm) minimum below the stationary water level. 1009.2.9 Lifting Capacity Single person pool lifts shall have a weight capacity of 300 pounds (136 kg) minimum and be capable of sustaining a static load of at least one and a half times the rated load. Advisory 1009.2.9 Lifting Capacity. Single person pool lifts must be capable of supporting a minimum weight of 300 pounds (136 kg) and sustaining a static load of at least one and a half times the rated load. Pool lifts should be provided that meet the needs of the population they serve. Providing a pool lift with a weight capacity greater than 300 pounds (136 kg) may be advisable. 1009.3 Sloped Entries Sloped entries shall comply with 1009.3. Advisory 1009.3 Sloped Entries. Personal wheelchairs and mobility devices may not be appropriate for submerging in water. Some may have batteries, motors, and electrical systems that when submerged in water may cause damage to the personal mobility device or wheelchair or may contaminate the pool water. Providing an aquatic wheelchair made of non-corrosive materials and designed for access into the water will protect the water from contamination and avoid damage to personal wheelchairs or other mobility aids. 1009.3.1 Sloped Entries Sloped entries shall comply with Chapter 4 except as modified in 1109.3.1 through 1109.3.3. EXCEPTION: Where sloped entries are provided, the surfaces shall not be required to be slip resistant. 1009.3.2 Submerged Depth Sloped entries shall extend to a depth of 24 inches (610 mm) minimum and 30 inches (760 mm) maximum below the stationary water level. Where landings are required by 405.7, at least one landing shall be located 24 inches (610 mm) minimum and 30 inches (760 mm) maximum below the stationary water level. EXCEPTION: In wading pools, the sloped entry and landings, if provided, shall extend to the deepest part of the wading pool. 1006 Golf Facilities 1006.1 General Golf facilities shall comply with 1006. 1006.2 Accessible Routes Accessible routes serving teeing grounds, practice teeing grounds, putting greens, practice putting greens, teeing stations at driving ranges, course weather shelters, golf car rental areas, bag drop areas, and course toilet rooms shall comply with Chapter 4 and shall be 48 inches (1220 mm) wide minimum. Where handrails are provided, accessible routes shall be 60 inches (1525 mm) wide minimum. EXCEPTION: Handrails shall not be required on golf courses. Where handrails are provided on golf courses, the handrails shall not be required to comply with 505. Advisory 1006.2 Accessible Routes. The 48 inch (1220 mm) minimum width for the accessible route is necessary to ensure passage of a golf car on either the accessible route or the golf car passage. This is important where the accessible route is used to connect the golf car rental area, bag drop areas, practice putting greens, practice teeing grounds, course toilet rooms, and course weather shelters. These are areas outside the boundary of the golf course, but are areas where an individual using an adapted golf car may travel. A golf car passage may not be substituted for other accessible routes to be located outside the boundary of the course. For example, an accessible route connecting an accessible parking space to the entrance of a golf course clubhouse is not covered by this provision. Providing a golf car passage will permit a person that uses a golf car to practice driving a golf ball from the same position and stance used when playing the game. Additionally, the space required for a person using a golf car to enter and maneuver within the teeing stations required to be accessible should be considered. 1006.3 Golf Car Passages Golf car passages shall comply with 1006.3. 1006.3.1 Clear Width The clear width of golf car passages shall be 48 inches (1220 mm) minimum. 1006.3.2 Barriers Where curbs or other constructed barriers prevent golf cars from entering a fairway, openings 60 inches (1525 mm) wide minimum shall be provided at intervals not to exceed 75 yards (69 m). 1006.4 Weather Shelters A clear floor or ground space 60 inches (1525 mm) minimum by 96 inches (2440 mm) minimum shall be provided within weather shelters. 1008 Play Areas 1008.1 General Play areas shall comply with 1008. 1008.2 Accessible Routes Accessible routes serving play areas shall comply with Chapter 4 and 1008.2 and shall be permitted to use the exceptions in 1008.2.1 through 1008.2.3. Where accessible routes serve ground level play components, the vertical clearance shall be 80 inches high (2030 mm) minimum. 1008.2.1 Ground Level and Elevated Play Components Accessible routes serving ground level play components and elevated play components shall be permitted to use the exceptions in 1008.2.1. EXCEPTIONS: Transfer systems complying with 1008.3 shall be permitted to connect elevated play components except where 20 or more elevated play components are provided no more than 25 percent of the elevated play components shall be permitted to be connected by transfer systems. Where transfer systems are provided, an elevated play component shall be permitted to connect to another elevated play component as part of an accessible route. 1008.2.2 Soft Contained Play Structures Accessible routes serving soft contained play structures shall be permitted to use the exception in 1008.2.2. EXCEPTION: Transfer systems complying with 1008.3 shall be permitted to be used as part of an accessible route. 1008.2.3 Water Play Components Accessible routes serving water play components shall be permitted to use the exceptions in 1008.2.3. EXCEPTIONS: Where the surface of the accessible route, clear floor or ground spaces, or turning spaces serving water play components is submerged, compliance with 302, 403.3, 405.2, 405.3, and 1008.2.6 shall not be required. Transfer systems complying with 1008.3 shall be permitted to connect elevated play components in water. Advisory 1008.2.3 Water Play Components. Personal wheelchairs and mobility devices may not be appropriate for submerging in water when using play components in water. Some may have batteries, motors, and electrical systems that when submerged in water may cause damage to the personal mobility device or wheelchair or may contaminate the water. Providing an aquatic wheelchair made of non-corrosive materials and designed for access into the water will protect the water from contamination and avoid damage to personal wheelchairs. 1008.2.4 Clear Width Accessible routes connecting play components shall provide a clear width complying with 1008.2.4. 1008.2.4.1 Ground Level At ground level, the clear width of accessible routes shall be 60 inches (1525 mm) minimum. EXCEPTIONS: In play areas less than 1000 square feet (93 m2), the clear width of accessible routes shall be permitted to be 44 inches (1120 mm) minimum, if at least one turning space complying with 304.3 is provided where the restricted accessible route exceeds 30 feet (9145 mm) in length. The clear width of accessible routes shall be permitted to be 36 inches (915 mm) minimum for a distance of 60 inches (1525 mm) maximum provided that multiple reduced width segments are separated by segments that are 60 inches (1525 mm) wide minimum and 60 inches (1525 mm) long minimum. 1008.2.5 Ramps Within play areas, ramps connecting ground level play components and ramps connecting elevated play components shall comply with 1008.2.5. 1008.2.5.1 Ground Level Ramp runs connecting ground level play components shall have a running slope not steeper than 1:16. RECREATION FACILITIES EXTERIOR DOOR ELEVATIONS TYPE MARK: B TYPE MARK: D - --- - --- - --- - --- - --- - --- 215 213 212 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:56:10 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.24PHASE 2 -MAIN CLUBHOUSE -& FITNESSCENTER -SCHEDULES2022-352 WRS / MW / MJ / NY DOOR SCHEDULE NO.LOCATION HANDINGDOOR DESIGNWIDTHHEIGHTSINGLE/PAIRDOOR THICKNESSDOOR TYPEDOOR MATERIALDOOR GAUGEFRAME MATERIALFRAME MATERIAL SPECFRAME GAUGEHM FRAME TYPEDOOR & FRAME LABELDOOR GLAZING TYPESIDELIGHT / TRANSOM TYPEEXIT DEVICE - REQUIREDCLOSER - REQUIREDCLOSER - PROVIDEDCOMMENTS 114 121 GRILLE TO 114 VESTIBULE (CASED OPENING)- SEE ID 4' - 0" 8' - 0"0"---SEE ID SEE ID --- - - - - - 116 114 VESTIBULE TO 116 SERVICE BAR LH SEE ID 3' - 0" 8' - 0" SINGLE 1 3/4" ARCHT'L STILE & RAIL SEE ID -SEE ID SEE ID --- - - - - YES 116A 116 SERVICE BAR FROM ELECTRICAL CHASE RHR SEE ID 2' - 6" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL 90 MIN - - - YES YES 120 120 BAR FROM 116 SERVICE BAR LH-DA SEE ID 3' - 0" 8' - 0" PAIR 1 1/2" ARCHT'L STILE & RAIL SEE ID -SEE ID - --- - - - - - 123 123 MEN'S LOCKERS TO UNDER STAIR 1 RH SEE ID 2' - 0" 3' - 6" SINGLE 1 3/4" ARCHT'L FLUSH --SEE ID - -- 45 MIN - - - YES YES 124-2 124 DINING LOGGIA FROM 131 KITCHEN LHR SEE ID 3' - 6" 8' - 0" SINGLE 1 3/8" ARCHT'L STILE & RAIL SEE ID -SEE ID - --- MONO - - - YES CLUB HOUSE 127A-1 127A SERVICE FROM 131 KITCHEN RH-DA SEE ID 3' - 0" 8' - 0" SINGLE 1" ARCHT'L STILE & RAIL SEE ID -SEE ID - --- MONO - - - - 127A-2 125 DINING HALL TO 127A SERVICE (CASED OPENING)- SEE ID 3' - 0" 8' - 0" - 0"---SEE ID - --- - - - - - 127B-1 127B SERVICE FROM 131 KITCHEN LH-DA SEE ID 3' - 0" 8' - 0" SINGLE 1" ARCHT'L STILE & RAIL SEE ID -SEE ID - --- MONO - - - - 127B-2 125 DINING HALL TO 127B SERVICE (CASED OPENING)- SEE ID 3' - 0" 8' - 0" - 0"---SEE ID - --- - - - - - 128 125 DINING HALL TO 128 HALL RH / LH SEE ID 6' - 0" 8' - 0" PAIR 1 3/4" ARCHT'L FLUSH SEE ID -SEE ID - --- - - - - - 131A 131N CORRIDOR TO 131A CHEF & SOUS CHEF RH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - MONO - - - - 131B 131 KITCHEN TO 131B BAKE SHOP (CASED OPENING)- SEE ID 3' - 6" 8' - 0" ----SEE ID - --- - - - - - 131C 131 KITCHEN TO 131C DRY STORAGE LH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - - - - - YES 131G 132 CORRIDOR FROM 131 ELECTRICAL SERVICE RHR SEE ID 3' - 0" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - - - - - YES 131H 132 CORRIDOR FROM 131H MECHANICAL SERVICE LHR SEE ID 3' - 0" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - - - - - YES 131K-1 1131K OUTSIDE SERVICE SNACK BAR FROM 131N CORRIDOR RHR SEE ID 3' - 0" 7' - 0" SINGLE 1"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - MONO - - - YES 131K-2 EXTERIOR FROM 131K OUTSIDE SERVICE SNACK BAR LHR EG 3' - 0" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 CASING READY - IGU - - - YES 131L 131N CORRIDOR TO 131L BAR PANTRY LH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - MONO - - - YES 131N-1 EXTERIOR FROM 131N CORRIDOR LHR EG 3' - 0" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 CASING READY - IGU - - - YES 131N-2 131N CORRIDOR FROM 009 POOL BAR RHR SEE ID 3' - 0" 8' - 0" SINGLE 1 3/4" ARCHT'L FLUSH SEE ID -SEE ID - --- IGU - - - YES 132-1 113G REFUSE & RECYCLING FROM 132 CORRIDOR RHR F 3' - 6" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 CASING READY - - - - - - 132-2 EXTERIOR FROM 132 CORRIDOR RHRA F 6' - 0" 7' - 0" PAIR 1 3/4"HM A60 GALV 16 HM A60 GALV 16 CASING READY - - - - - YES 132-3 132 CORRIDOR TO 131 KITCHEN (CASED OPENING)- SEE ID 3' - 6" 7' - 0" - 0"---SEE ID - --- - - - - - 132A 132 CORRIDOR TO 132A DRY STORAGE RH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - - - - - YES 132B 132 CORRIDOR TO 132B OFFICE RH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - MONO - - - YES 132C 132 CORRIDOR TO 132C CATERING DIRECTOR LH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - MONO - - - YES 133-1 EXTERIOR FROM 133 BREAK ROOM LHR EG 3' - 0" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 CASING READY - IGU - - - YES 133-2 133 BREAK ROOM TO 132 CORRIDOR RH SEE ID 3' - 0" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - MONO - - - - 134 136 CORRIDOR TO 134 RESTROOM LH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - - - - - YES 135 136 CORRIDOR TO 135 RESTROOM RH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/8"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - - - - - YES 136A LAUNDRY FROM UNDERSTAIR LHR SEE ID 2' - 8" 7' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL 45 MIN - - - YES YES 137 136 CORRIDOR TO 137 LAUNDRY RH SEE ID 3' - 6" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 DRYWALL - MONO - - - YES 138 EXTERIOR FROM 138 AQUATICS STAFF LHR EG 3' - 0" 8' - 0" SINGLE 1 3/4"HM A60 GALV 16 HM A60 GALV 16 CASING READY - IGU - - - YES 140 EXTERIOR FROM 140 POOL STORAGE RHRA L 6' - 0" 8' - 0" PAIR 1 3/4"HM A60 GALV 16 HM A60 GALV 16 CASING READY - - - - - YES 142-1 142 MEN'S POOL RESTROOM TO 142D ACCESSIBLE RESTROOM RH SEE ID 3' - 0" 8' - 0" SINGLE 1 3/4" ARCHT'L STILE & RAIL SEE ID -SEE ID - --- - - - - - HINGE DOOR STOP, SEE ID FOR LEAF SIZE 145-1 145 WOMEN'S POOL RESTROOM TO 145E ACCESSIBLE RESTROOM LH SEE ID 3' - 0" 8' - 0" SINGLE 1 3/4" ARCHT'L STILE & RAIL SEE ID -SEE ID - --- - - - - - HINGE DOOR STOP, SEE ID FOR LEAF SIZE 212 210B CORRIDOR TO 212 OFFICE RH SEE ID 3' - 0" 7' - 0" SINGLE ARCHT'L FLUSH SEE ID - STOREFRONT ALUM --- - MONO - - - 213 210B CORRIDOR TO 213 OFFICE RH SEE ID 3' - 0" 7' - 0" SINGLE ARCHT'L FLUSH SEE ID - STOREFRONT ALUM --- - MONO - - - 214 210B CORRIDOR TO 214 OFFICE LH SEE ID 3' - 0" 7' - 0" SINGLE 1 3/4" ARCHT'L FLUSH SEE ID - STOREFRONT ALUM --- - MONO - - - 215 215 CONFERENCE ROOM FROM 210A LANDING LH SEE ID 3' - 0" 7' - 0" SINGLE ARCHT'L FLUSH SEE ID - STOREFRONT ALUM --- - MONO - - - 215A 215 CONFERENCE ROOM FROM 215A ATTIC STORAGE LHR SEE ID 2' - 10" 7' - 0" SINGLE 2" ARCHT'L FLUSH SEE ID -SEE ID - --- - - - - YES 215B 215A ATTIC STORAGE FROM ROOF RHR F 3' - 0" 5' - 0" SINGLE 2"HM A60 GALV 16 A60 GALV A60 GALV 16 CASING READY - - - - - YES STATE & LOCAL CODE REQUIREMENTS FOR DOORS DOOR ELEVATIONS STOREFRONT -CONFERENCE ROOM STOREFRONT -OFFICE 2 STOREFRONT -OFFICE 3 A. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED B. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 IUX ). C. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER INSTRUCTIONS AND SECTION 2702. 1013.5 D. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 1013.3 E. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS. 1013.6.3 F. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1010.2 FOR EXCEPTIONS. G. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34”AND A MAX. 48”ABOVE THE FINISHED FLOOR H. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. I. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.2. J. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. K. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE L. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: I. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS II. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS; III. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. IV. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. V. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.5, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 4:56:10 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.25PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER -SCHEDULES2022-352 Author HARDWARE SCHEDULE NO.LOCATION SINGLE/PAIRA156.1 BUTTS & HINGES - QTYA156.1 BUTTS & HINGES - TYPEA156.2 LOCKS & LATCHES - FUNCTIONA156.2 LOCKS & LATCHES - BORED CYLINDRICAL LOCKA156.16 AUXILIARY HARDWARE - FLUSH BOLTSA156.13 MORTISE LOCKS - TYPEA156.37 MULTIPOINT LOCKS - TYPEA156.23 ELECTROMAGNETIC LOCKSA156.3 EXIT DEVICES - TYPEA156.4 DOOR CONTROL - CLOSERS - TYPE, DUTY, MOUNTA156.8 OVERHEAD STOPS AND HOLDERSA156.6 ARCHITECTURAL DOOR TRIM - PULLSA156.6 ARCHITECTURAL DOOR TRIM - PUSH PLATESA156.21 THRESHOLD - TYPEA156.22 GASKETING - HEAD AND JAMBA156.22 GASKETING - SWEEPA156.22 GASKETING - AUTOMATIC DOOR BOTTOMA156.16 AUXILIARY HARDWARE - HOLDERSA156.6 ARCHITECTURAL DOOR TRIM - PROTECTION PLATES114 121 GRILLE TO 114 VESTIBULE (CASED OPENING)- - - - - - - - - - - - - - - - - - - 116 114 VESTIBULE TO 116 SERVICE BAR SINGLE 4 NOTE 2 F84 NOTE 6 - - - - - NOTE 13 - - - NOTE 19 NOTE 21 NOTE 22 - - NOTE 25 116A 116 SERVICE BAR FROM ELECTRICAL CHASE SINGLE 4 NOTE 1 F86 NOTE 6 - - - - - NOTE 12 - - - - - - - - NOTE 25 120 120 BAR FROM 116 SERVICE BAR PAIR NOTE 5 NOTE 3 - - - - - - - - - - - - - - - -- 123 123 MEN'S LOCKERS TO UNDER STAIR 1 SINGLE 2 NOTE 3 F86 NOTE 6 - - - - - - - - - - - - - -- 124-2 124 DINING LOGGIA FROM 131 KITCHEN SINGLE 4 NOTE 2 - NOTE 7 - - - - - NOTE 12 - NOTE 15 NOTE 17 NOTE 19 NOTE 21 NOTE 22 - - NOTE 25 127A-1 127A SERVICE FROM 131 KITCHEN SINGLE NOTE 5 NOTE 3 - - - - - - - - - NOTE 15 NOTE 17 NOTE 19 NOTE 21 NOTE 22 - -- 127A-2 125 DINING HALL TO 127A SERVICE (CASED OPENING)- - - - - - - - - - - - - - NOTE 19 - - - -- 127B-1 127B SERVICE FROM 131 KITCHEN SINGLE NOTE 5 NOTE 3 - - - - - - - - - - - NOTE 19 NOTE 21 NOTE 22 - -- 127B-2 125 DINING HALL TO 127B SERVICE (CASED OPENING)- - - - - - - - - - - - - - NOTE 19 - - - -- 128 125 DINING HALL TO 128 HALL PAIR - NOTE 4 - - - - - - - - - - - NOTE 19 NOTE 21 NOTE 22 - -- 131A 131N CORRIDOR TO 131A CHEF & SOUS CHEF SINGLE 4 NOTE 2 F82 NOTE 6 - - - - - - - - - - - NOTE 22 NOTE 23 -- 131B 131 KITCHEN TO 131B BAKE SHOP (CASED OPENING)- - - - - - - - - - - - - - - - - - -- 131C 131 KITCHEN TO 131C DRY STORAGE SINGLE 4 NOTE 2 F84 NOTE 6 - - - - - NOTE 13 NOTE 14 - - - - - - - NOTE 25 131G 132 CORRIDOR FROM 131 ELECTRICAL SERVICE SINGLE 4 NOTE 1 F86 NOTE 6 - - - - - NOTE 12 - - - - - - - - NOTE 25 131H 132 CORRIDOR FROM 131H MECHANICAL SERVICE SINGLE 4 NOTE 1 F86 NOTE 6 - - - - - NOTE 12 - - - - - - - - NOTE 25 131K-1 1131K OUTSIDE SERVICE SNACK BAR FROM 131N CORRIDOR SINGLE 4 NOTE 2 F91 NOTE 6 - - - - - NOTE 13 NOTE 14 - - - - - - - NOTE 25 131K-2 EXTERIOR FROM 131K OUTSIDE SERVICE SNACK BAR SINGLE 4 NOTE 2 F82 NOTE 6 - - - - - NOTE 12 - - - NOTE 20 NOTE 21 NOTE 22 - - NOTE 25 131L 131N CORRIDOR TO 131L BAR PANTRY SINGLE 4 NOTE 2 F84 NOTE 6 - - - - - NOTE 13 - - - - - - - - NOTE 25 131N-1 EXTERIOR FROM 131N CORRIDOR SINGLE 4 NOTE 2 F90 NOTE 6 - - - - - NOTE 12 - - - NOTE 20 NOTE 21 NOTE 22 - - NOTE 25 131N-2 131N CORRIDOR FROM 009 POOL BAR SINGLE 4 NOTE 2 F90 NOTE 6 - - - - - NOTE 13 - - - - - - - - NOTE 25 132-1 113G REFUSE & RECYCLING FROM 132 CORRIDOR SINGLE 4 NOTE 2 F90 NOTE 6 - - - - - NOTE 12 - - - NOTE 20 NOTE 21 NOTE 22 - NOTE 24 NOTE 26 132-2 EXTERIOR FROM 132 CORRIDOR PAIR 8 NOTE 1 - - NOTE 9 NOTE 10 - - - NOTE 12 - - - NOTE 20 NOTE 21 NOTE 22 - NOTE 24 NOTE 26 132-3 132 CORRIDOR TO 131 KITCHEN (CASED OPENING)- - - - - - - - - - - - - - - - - - -- 132A 132 CORRIDOR TO 132A DRY STORAGE SINGLE 4 NOTE 2 F84 NOTE 6 - - - - - - - - - - - - - -- 132B 132 CORRIDOR TO 132B OFFICE SINGLE 4 NOTE 1 F82 NOTE 6 - - - - - NOTE 13 - - - - - NOTE 22 NOTE 23 - NOTE 25 132C 132 CORRIDOR TO 132C CATERING DIRECTOR SINGLE 4 NOTE 1 F82 NOTE 6 - - - - - NOTE 13 - - - - - NOTE 22 NOTE 23 - NOTE 25 133-1 EXTERIOR FROM 133 BREAK ROOM SINGLE 4 NOTE 2 F90 NOTE 6 - - - - - NOTE 12 - - - NOTE 20 NOTE 21 NOTE 22 - - NOTE 25 133-2 133 BREAK ROOM TO 132 CORRIDOR SINGLE 4 NOTE 2 - - - - - - - NOTE 12 - NOTE 16 NOTE 18 NOTE 19 NOTE 21 NOTE 22 - - NOTE 25 134 136 CORRIDOR TO 134 RESTROOM SINGLE 4 NOTE 2 - NOTE 8 - - - - - NOTE 13 - NOTE 16 NOTE 18 NOTE 19 NOTE 21 NOTE 22 - - NOTE 25 135 136 CORRIDOR TO 135 RESTROOM SINGLE 4 NOTE 2 - NOTE 8 - - - - - NOTE 13 - NOTE 16 NOTE 18 NOTE 19 NOTE 21 NOTE 22 - - NOTE 25 136A LAUNDRY FROM UNDERSTAIR SINGLE 4 NOTE 1 F86 NOTE 6 - - - - - NOTE 12 - - - - - - - - NOTE 25 137 136 CORRIDOR TO 137 LAUNDRY SINGLE 4 NOTE 2 - - - - - - - NOTE 13 - NOTE 16 NOTE 18 - - - - - NOTE 25 138 EXTERIOR FROM 138 AQUATICS STAFF SINGLE 4 NOTE 2 F82 NOTE 6 - - - - - NOTE 12 - - - NOTE 20 NOTE 21 NOTE 22 - - NOTE 25 140 EXTERIOR FROM 140 POOL STORAGE PAIR 8 NOTE 1 - - NOTE 9 NOTE 11 - - - NOTE 12 - - - NOTE 20 NOTE 21 NOTE 22 - - NOTE 25 142-1 142 MEN'S POOL RESTROOM TO 142D ACCESSIBLE RESTROOM SINGLE 3 NOTE 2 - NOTE 8 - - - - - - - - - - - - - -- 145-1 145 WOMEN'S POOL RESTROOM TO 145E ACCESSIBLE RESTROOM SINGLE 3 NOTE 2 - NOTE 8 - - - - - - - - - - - - - -- 212 210B CORRIDOR TO 212 OFFICE SINGLE 4 NOTE 1 F82 NOTE 6 - - - - - - - - - - - - - -- 213 210B CORRIDOR TO 213 OFFICE SINGLE 4 NOTE 1 F82 NOTE 6 - - - - - - - - - - - - - -- 214 210B CORRIDOR TO 214 OFFICE SINGLE 4 NOTE 1 F82 NOTE 6 - - - - - - - - - - - - - -- 215 215 CONFERENCE ROOM FROM 210A LANDING SINGLE 4 NOTE 1 F82 NOTE 6 - - - - - - - - - - - - - -- 215A 215 CONFERENCE ROOM FROM 215A ATTIC STORAGE SINGLE 4 NOTE 1 F86 NOTE 6 - - - - - - - - - - - - - -- 215B 215A ATTIC STORAGE FROM ROOF SINGLE 3 NOTE 1 F87 NOTE 6 - - - - - NOTE 12 - - - NOTE 20 NOTE 21 NOTE 22 - - NOTE 25 HARDWARE NOTES 1. FULL MORTISE, 5 KNUCKLE, STANDARD WEIGHT, BALL BEARING, NON-RISING PIN 2. FULL MORTISE, 5 KNUCKLE, HEAVY WEIGHT, BALL BEARING, NON-RISING PIN 3. HALF SURFACE, HEAVY WEIGHT DOUBLE ACTION SPRING HINGE 4. BARN DOOR TRACK HARDWARE. SEE ID. 5. REFER TO MANUFACTURER RECOMMENDATIONS 6. BORED CYLINDRICAL LOCK WITH LEVER TRIM 7. SINGLE SIDED DEAD BOLT WITH THUMB TURN 8. DEAD BOLT WITH THUMB TURN AND OCCUPANCY INDICATOR 9. SELF-LATCHING FLUSH BOLTS INSTALLED IN TOP OF INACTIVE LEAF 10. MORTISE LOCK, ANSI FUNCTION 13, LEVER TRIM 11. MORTISE LOCK, ANSI FUNCTION 07, LEVER TRIM 12. SURFACE MOUNTED HEAVY DUTY CLOSER -PUSH SIDE MOUNTED 13. SURFACE MOUNTED HEAVY DUTY CLOSER -PULL SIDE MOUNTED 14. CHANNEL TYPE OVERHEAD HOLDER -PULL SIDE MOUNTED 15. STRAIGHT PULL WITH PLATE. COORDINATE PLATE WIDTH WITH LOCK STILE WIDTH 16. STRAIGHT PULL WITH PLATE. 17. PUSH PLATE. COORDINATE PLATE SIZE WITH LOCK STILE WIDTH 18. PUSH PLATE. 19. SEE ID FOR THRESHOLD TYPE AND DETAIL 20. EXTRUDED BRONZE OFFSET SADDLE THRESHOLD 21. CONCEALED GASKETING 22. SURFACE MOUNTED SWEEP 23. MORTISE OR SEM-MORTISE AUTOMATIC DOOR BOTTOM 24. AUTOMATIC HOLDER 25. KICK PLATE 26. ARMOR PLATE WINDOW ELEVATIONS - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- W4 W5 W6 W7 W8 - --- - --- - --- W9 W10 W11 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:56:10 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.26PHASE 2 -MAIN CLUBHOUSE -& FITNESSCENTER -SCHEDULES2022-352 Author NO. DETAIL KEY OPERATION WIDTH HEIGHT MATERIAL GLAZING TYPE GLAZING THICKNESS TEMPERED LOW-E COMMENTS W131K-1 W9 SLIDING 4' - 6" 4' - 0" ALUMINUM 0' - 0 1/2" Yes Yes SERVICE WINDOW W131K-2 W10 SLIDING 3' - 0" 3' - 0" ALUMINUM 0' - 0 1/2" Yes SERVICE WINDOW W132B-1 W5 FIXED 2' - 4" 7' - 3" ALUMINUM CLAD WOOD IGU Yes Yes W132B-2 W5 FIXED 2' - 4" 7' - 3" ALUMINUM CLAD WOOD IGU Yes Yes W132C W5 FIXED 2' - 4" 7' - 3" ALUMINUM CLAD WOOD IGU Yes Yes W133-1 W5 FIXED 2' - 4" 7' - 3" ALUMINUM CLAD WOOD IGU Yes Yes W133-2 W5 FIXED 2' - 4" 7' - 3" ALUMINUM CLAD WOOD IGU Yes Yes W133-3 W5 FIXED 2' - 4" 7' - 3" ALUMINUM CLAD WOOD IGU Yes Yes W138-1 W7 OPERABLE 6' - 3" 6' - 9" ALUMINUM CLAD WOOD IGU 0' - 1" Yes Yes W138-2 W8 FIXED 1' - 6" 8' - 0" ALUMINUM CLAD WOOD IGU Yes Yes W140 W4 FIXED 3' - 0" 3' - 0" ALUMINUM CLAD WOOD IGU Yes Yes W210 W11 FIXED 3' - 0" 4' - 0" ALUMINUM LAMINATED I.G.U. 0' - 1" Yes Yes SKYLIGHT WITH 80% CERAMIC FRIT W214 W6 OPERABLE 3' - 0" 6' - 0" ALUMINUM CLAD WOOD IGU Yes Yes W215A W4 FIXED 3' - 0" 3' - 0" ALUMINUM CLAD WOOD IGU Yes Yes NO.FROM ROOM WIDTHHEIGHTOPERATIONFUNCTIONDOOR TYPEBUTTS & HINGESCYLINDERSCLOSERSSTOPS & HOLDERSMORTISE LOCKSTHRESHOLDSGASKETINGFIRE RATED (MINUTES)DETAIL KEYCOMMENTSOHC-1 STORAGE 4' - 0" 8' - 0" OHC-2 STORAGE 3' - 0" 8' - 0" OVERHEAD DOOR SCHEDULE MOTORIZED SHADE SCREENS Type Mark Number Building/Room Depth Width Overall Height Shade Max. Opening Height A.F.F. Shade Min. Opening Height A.F.F.Shade Material Comments S100 1 COVERED PATIO 0' - 5" 14' - 0" 8' - 5" 8' - 5"7' - 0"TBD MINIMUM OPENING AREA HEIGHT 7'-0" FOR EGRESS S101 1 COVERED PATIO 0' - 5" 4' - 6" 8' - 5" 8' - 5"0' - 0"TBD S102 1 COVERED PATIO 0' - 5" 9' - 7" 8' - 5" 8' - 5"0' - 0"TBD S102 2 COVERED PATIO 0' - 5" 9' - 7" 8' - 5" 8' - 5"0' - 0"TBD S102 3 COVERED PATIO 0' - 5" 9' - 7" 8' - 5" 8' - 5"0' - 0"TBD S102 4 COVERED PATIO 0' - 5" 9' - 7" 8' - 5" 8' - 5"0' - 0"TBD S102 5 COVERED PATIO 0' - 5" 9' - 7" 8' - 5" 8' - 5"0' - 0"TBD S103 1 COVERED PATIO 0' - 5" 11' - 2" 8' - 5" 8' - 5"7' - 0"TBD MINIMUM OPENING AREA HEIGHT 7'-0" FOR EGRESS S104 1 DINING PATIO 0' - 5" 6' - 6" 8' - 5" 8' - 5"7' - 0"TBD MINIMUM OPENING AREA HEIGHT 7'-0" FOR EGRESS S105 1 DINING PATIO 0' - 5" 11' - 4" 8' - 5" 8' - 5"0' - 0"TBD S105 2 DINING PATIO 0' - 5" 11' - 4" 8' - 5" 8' - 5"0' - 0"TBD S106 1 DINING PATIO 0' - 5" 10' - 2" 8' - 5" 8' - 5"7' - 0"TBD MINIMUM OPENING AREA HEIGHT 7'-0" FOR EGRESS WINDOW SCHEDULE NOTE: WIDTHS AND HEIGHTS LISTED ARE NOMINAL EXTERIORINTERIOR G.L. BRICK AIR GAP COMPOSITE WOOD SHEATHING STEEL LEDGER SEALANT DOOR HOLLOW METAL DOOR FRAME FINISH PER ID DRAWINGS G.L. EXTERIORINTERIOR G.L. STONE MASONRY CORNER UNIT (BEYOND) EXTERIOR FLAT WORK CONCRETE COLD JOINT. PROVIDE JOINT FILLER, BACKER ROD & SEALANT SADDLE THRESHOLD SET IN MASTIC FINISHED FLOOR EXTERIORINTERIOR G.L. HOLLOW METAL DOOR HOLLOW METAL JAMB FRAME SEALANT AIR SPACE STONE MASONRY CORNER UNIT FINISH PER ID DRAWINGS DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3" = 1'-0"9/7/2023 4:18:06 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.34DOOR & WINDOW DETAILS2022-352 Author 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 DOOR TYPE B - HEAD, BRICK 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:3 DOOR TYPE B - SILL, BRICK 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 DOOR TYPE B - JAMB, BRICK GWB BOTH SIDES 2x4 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. INTERIORINTERIOR GWB BOTH SIDES 2x6 WOOD STUDS SPACING PER STRUCTURAL INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. GWB BOTH SIDES 2x8 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. INTERIORINTERIOR 2x4 WOOD STUDS @ 16" O.C. SEE ALSO STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. SHEATHING PER STRUCTURAL (WHERE OCCURS) GWB BOTH SIDES INTERIORINTERIOR 2x6 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. SHEATHING PER STRUCTURAL (WHERE OCCURS) GWB BOTH SIDES INTERIORINTERIOR 2x8 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. SHEATHING PER STRUCUTRAL (WHERE OCCURS) GWB BOTH SIDES INTERIORINTERIOR 2x4 WOOD STUDS @ 16" O.C. SEE ALSO STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. SHEATHING PER STRUCTURAL GWB BOTH SIDES INTERIORINTERIOR SHEATHING PER STRUCTURAL (WHERE OCCURS) BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. COMPOSITE WOOD SHEATHING 2" AIR GAP FULL BRICK MORTAR 2x8 WOOD STUDS SPACING PER STRUCTURAL GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) EXTERIORINTERIOR NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 GWB 2x4 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. THIN BRICK VENEER 2x8 WOOD STUDS SPACING PER STRUCTURAL GWB COMPOSITE WOOD SHEATHING EXTERIORINTERIOR NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS THINSET ADHESIVE CEMENT BOARD DRAINAGE MAT DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3" = 1'-0"9/7/2023 5:51:20 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.50WALL TYPES2022-352 WRS / MW / MJ / NY SCALE:0 1 2 4 8INCHES 3" = 1'-0" 1 WALL TYPE A01 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 2 WALL TYPE A02 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 3 WALL TYPE A03 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 7 WALL TYPE A10 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 8 WALL TYPE A11 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 9 WALL TYPE A12 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 10 WALL TYPE A13 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 12 WALL TYPE A22 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:4 WALL TYPE A04 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 5 WALL TYPE A21 1 7/14/23 ADDENDUM#1 CERAMIC WALL TILE BOTH SIDES CEMENTIOUS BACKING BOARD, BOTH SIDES 2x6 WOOD STUD SPACING PER STRUCTURAL INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. CERAMIC WALL TILE CEMENTIOUS BACKING BOARD, BOTH SIDES 2x4 WOOD STUD SPACING PER STRUCTURAL INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. CERAMIC WALL TILE CEMENTIOUS BACKING BOARD, BOTH SIDES 2x8 WOOD STUD SPACING PER STRUCTURAL INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. 2x4 WOOD STUDS SPACING PER STRUCTURAL CERAMIC WALL TILE CEMENTIOUS BACKING BOARD GWB BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. INTERIORINTERIOR 2x6 WOOD STUDS SPACING PER STRUCTURAL CERAMIC WALL TILE CEMENTIOUS BACKING BOARD GWB BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. INTERIORINTERIOR 2x8 WOOD STUDS SPACING PER STRUCTURAL GWB CERAMIC WALL TILE CEMENTIOUS BACKING BOARD INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. 2x4 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. GWB F.C. SHINGLE PANEL SIDING COMPOSITE WOOD SHEATHING EXTERIORINTERIOR NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 2x6 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. GWB F.C. SHINGLE PANEL SIDING COMPOSITE WOOD SHEATHING EXTERIORINTERIOR NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 2x8 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. GWB F.C. SHINGLE PANEL SIDING COMPOSITE WOOD SHEATHING EXTERIORINTERIOR NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 2x6 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. GWB F.C. SHINGLE PANEL SIDING COMPOSITE WOOD SHEATHING EXTERIORINTERIOR SHEATHING PER STRUCTURAL (WHERE OCCURS) NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. COMPOSITE WOOD SHEATHING 2" AIR GAP FULL BRICK MORTAR 2x8 WOOD STUDS SPACING PER STRUCTURAL SHEATHING PER STRUCTURAL (WHERE OCCURS) EXTERIORINTERIOR NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 THIN BRICK VENEER COMPOSITE WOOD SHEATHING THINSET ADHESIVE CEMENT BOARD DRAINAGE MAT COMPOSITE WOOD SHEATHING 2" AIR GAP FULL BRICK MORTAR 2x4 WOOD STUDS SPACING PER STRUCTURAL EXTERIORINTERIOR NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3" = 1'-0"9/7/2023 5:51:21 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.51WALL TYPES2022-352 WRS / MW / MJ / NY SCALE:0 1 2 4 8INCHES 3" = 1'-0" 11 WALL TYPE B05 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 10 WALL TYPE B04 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 12 WALL TYPE B06 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 7 WALL TYPE B01 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 8 WALL TYPE B02 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 9 WALL TYPE B03 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 1 WALL TYPE A30 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 2 WALL TYPE A31 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 3 WALL TYPE A32 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 4 WALL TYPE A33 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:5 WALL TYPE A35 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:6 WALL TYPE A36 1 7/14/23 ADDENDUM#1 2x6 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. F.C. SHINGLE PANEL SIDING COMPOSITE WOOD SHEATHING EXTERIORINTERIOR CERAMIC WALL TILE CEMENTIOUS BACKING BOARD NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 2x8 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. F.C. SHINGLE PANEL SIDING COMPOSITE WOOD SHEATHING EXTERIORINTERIOR CERAMIC WALL TILE CEMENTIOUS BACKING BOARD NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 FRP PANELING 2x4 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES CERAMIC WALL TILE CEMENTIOUS BACKING BOARD INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. INTERIORINTERIOR 2x6 WOOD STUDS SPACING PER STRUCTURAL CERAMIC WALL TILE 5/8" CEMENTIOUS BACKING BOARD GYP. WALL BOARD PLYWOOD SHEATHING PER STRUCTURAL (WHERE OCCURS) BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. 2x4 WOOD STUDS SPACING PER STRUCTURAL CERAMIC WALL TILE CEMENTIOUS BACKING BOARD GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. 2x8 WOOD STUDS SPACING PER STRUCTURAL CERAMIC WALL TILE CEMENTIOUS BACKING BOARD GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. 2x6 WOOD STUDS SPACING PER STRUCTURAL CERAMIC WALL TILE CEMENTIOUS BACKING BOARD GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. 2x4 WOOD STUDS SPACING PER STRUCTURAL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. F.C. SHINGLE PANEL SIDING COMPOSITE WOOD SHEATHING EXTERIORINTERIOR CERAMIC WALL TILE CEMENTIOUS BACKING BOARD 2x4 WOOD STUDS SPACING PER STRUCTURAL CERAMIC WALL TILE CEMENTIOUS BACKING BOARD INTERIORINTERIOR INTERIORINTERIOR 2x6 WOOD STUDS SPACING PER STRUCTURAL CERAMIC WALL TILE CERAMIC WALL TILE BOTH SIDES CEMENTIOUS BACKING BOARD, BOTH SIDES 2x8 WOOD STUD SPACING PER STRUCTURAL INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3" = 1'-0"9/7/2023 5:51:22 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.52WALL TYPES2022-352 WRS / MW / MJ / NY SCALE:0 1 2 4 8INCHES 3" = 1'-0" 11 WALL TYPE B51 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 12 WALL TYPE B52 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 1 WALL TYPE B07SCALE:0 1 2 4 8INCHES 3" = 1'-0" 4 WALL TYPE B21 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 3 WALL TYPE B20 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 5 WALL TYPE B22 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 6 WALL TYPE B23 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 10 WALL TYPE B50 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 7 WALL TYPE B30 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 8 WALL TYPE B31 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 WALL TYPE B10 1 7/14/23 ADDENDUM#1 2x6 WOOD STUDS SPACING PER STRUCTURAL MDO PANELING BOTH SIDES 2x10 WOOD STUDS SPACING PER STRUCTURAL GWB CERAMIC WALL TILE CEMENTIOUS BACKING BOARD INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. FRP PANELING 2x4 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. FRP PANELING 2x6 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. FRP PANELING 2x8 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. FRP PANELING BOTH SIDES 2x4 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. FRP PANELING BOTH SIDES 2x6 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. COMPOSITE WOOD SHEATHING 2" AIR GAP FULL BRICK MORTAR 2x8 WOOD STUDS SPACING PER STRUCTURAL GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) EXTERIORINTERIOR FRP PANELING NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 FRP PANELING BOTH SIDES 2x8 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3" = 1'-0"9/7/2023 5:51:23 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.53WALL TYPES2022-352 WRS / MW / MJ / NY SCALE:0 1 2 4 8INCHES 3" = 1'-0" 1 WALL TYPE B53 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 2 WALL TYPE B60 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 4 WALL TYPE C01 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 5 WALL TYPE C02 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 6 WALL TYPE C03 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 7 WALL TYPE C04 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 8 WALL TYPE C05 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 10 WALL TYPE C22 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:9 WALL TYPE C06 1 7/14/23 ADDENDUM#1 INTERIORINTERIOR BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. (2) LAYERS 5/8" IMPACT RESISTANT GWB SHEATHING PER STRUCTUAL (WHERE OCCURS) GWB x2 RESILIANT CHANNEL MOUNTED TO STUDS ON ISOLATION PADSDBL. 2x8 WOOD STUDS SPACING @ 12" O.C. GROUP FITNESS SIDE 2x4 WOOD STUDS SPACING PER STRUCTURAL GWB BOTH SIDES MDO PANELING 2x4 WOOD STUDS SPACING PER STRUCTURAL PUBLIC SIDE GWB 2x6 WOOD STUDS @ 16" O.C. SEE ALSO STRUCTURAL F.C. SHINGLE PANEL SIDING COMPOSITE WOOD SHEATHING EXTERIORINTERIOR NO INTERIOR FINISH NOTE: IF PLYWOOD IS USED IN LIEU OF COMPOSITE WOOD SHEATHING, THEN PROVIDE SEPARATE WEATHER RESISTIVE BARRIER INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 1 GWB 2X8 WOOD STUD SPACING PER STRUCT EXP. JNT. PER STRUCT 1 1/2" EXISTING CONSTRUCTION FRP. SEE ID SHEATHING PER STRUCT (WHERE OCCURS) NEW WALL EXISTING WALL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. GWB 2X8 WOOD STUD SPACING PER STRUCT 1" AIR GAP EXISTING CONSTRUCTION FRP. SEE ID SHEATHING PER STRUCT (WHERE OCCURS) NEW WALL EXISTING WALL BATT INSULATION AT SOUND WALLS WHERE OCCUR. FILL CAVITY. DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3" = 1'-0"9/7/2023 5:51:24 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.54WALL TYPES2022-352 WRS / MW / MJ / NY SCALE:0 1 2 4 8INCHES 3" = 1'-0" 1 WALL TYPE C30 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 2 WALL TYPE C31 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 3 WALL TYPE C32 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 7 WALL TYPE D16 SCALE:0 1 2 4 8INCHES 3" = 1'-0" 10 WALL TYPE E01 1 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:11 WALL TYPE E02 1 7/14/23 ADDENDUM#1 10 9 8 7 6 5 4 3 2 1 191817161514131211 11 12 13 14 15 16 17 18 19 01_ MCH FIRST FLR0' -0" 1 1-A6.2 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES11' -6" 4.0 6 0-A0.78 9' - 0" 5' - 7" 30.000° 06.01 08.01 3' - 5 1/4"12' - 2 3/4" 0-A0.78 3 A01A04 5' - 10 3/4"5' - 11 3/4" 9' - 0" 06.02 36" HIGH HANDRAIL80" MIN.6' - 0"07.01 42" HIGH GUARDRAILLANDING 210A CORRIDOR 136 LAUNDRY 137 W2101 1-A6.2 1 1-A6.2 4.0 6 0-A0.78 6 0-A0.78 4 0-A0.78 4 0-A0.78 F 134 135 136ACORRIDOR 136 RR 134 RR 135 STAIR 2 3' - 6"11"3' - 1"UP20 R @ 7" MAX. 19 T @ 11" MIN. 15' - 8 1/8"7" LAUNDRY 137 LOCKER 139 137 1-HR FIRE-RESISTANCE RATING (FBC 2020 1011.7.3) 1 1-A6.2 1 1-A6.2 4.06 0-A0.78 6 0-A0.78 4 0-A0.78 4 0-A0.78 F PRINTING / POSTAGE 211 CONFERENCE ROOM 215 LANDING 210A STAIR 2 215 A04 3' - 0"3' - 0 1/2"3' - 0" 3' - 0" 4' - 6 3/4" 1' - 10" WOOD TREAD WOOD RISER 11" MIN. 1"MI N. PER STRUCT . CONTRASTING MARKING STRIPE ON EACH TREAD STAIR STRINGER PER STRUCT7" MAX.01_ MCH FIRST FLR0' -0" 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES11' -6" 4 0-A0.78 F A01 A02A02 A04 A04 3' - 2 1/4"3 1/2"3' - 0 3/8" 3' - 0 1/2" 8' - 0" 9' - 0" LANDING 3' - 0" 1-HR FIRE- RESISTANCE RATING (FBC 2020 1011.7.3) CORRIDOR 136 PRINTING / POSTAGE 211 STAIR 2 STORAGE 136A W210 1" SQ. PAINTED METAL BOTTOM RAIL 3/4" SQ. PAINTED METAL PICKET 1 1/2" SQ. PAINTED METAL GUARD POST 1 1/2" DIA. WOOD HANDRAIL W/ STAIN FINISH. SEE ID GWB 1 3/4" 1/2" WD STRINGER 5" x 5" x1/4" METAL BASE PLATE W/ 3/8" LAG SCREWS ROUTE PLYWD FOR BASE PL 3" x 2" WOOD CAP W/ STAIN FINISH. SEE ID 1 1/2" x 1/4" MTL TOP RAIL 1"3/4"5"5" 3/4" DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:18:30 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.78INTERIOR STAIR DETAILS2022-352 AuthorSCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 4 STAIR 2 SECTION A SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 1 ENLARGED STAIR 2 PLAN - FIRST FLOOR SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 2 ENLARGED STAIR 2 PLAN - SECOND FLOOR KEYNOTES SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 3 STAIR TREAD & RISER DETAIL - MCH INTERIOR SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 6 STAIR 2 SECTION B SCALE:0 1 2 4 8INCHES 3" = 1'-0" 5 GUARDRAIL DETAIL NO.DESCRIPTION DETAIL █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.01 SKYLIGHT SHAFT WITH ONE ANGLED WALL 06.02 COLLAR TIE. SEE STRUCTURAL █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.01 SPRAY FOAM INSULATION ABOVE CEILINGS █ DIVISION 08 - OPENINGS 08.01 DECK MOUNTED FIXED SKYLIGHT PROVIDE ALTERNATE PRICING FOR RUBBER TREADS PER ID SPECIFICATION: MANUFACTURER: ROPPE NAME: RUBBER RAISED DESIGN TREAD #96 RAISED CIRCULAR VANTAGE DESIGN 2.0 14' - 0" 13' - 2 1/4" 11' - 0" I' - 6" DECORATIVE FRIEZE BOX RUNNERS FASCIA BOARD GUTTER PLYWOOD UNDERLAYMENT METAL SS ROOF SOFFIT GANG NAILED TRUSSES DECORATIVE FRIEZE DECORATIVE FRIEZE PAINTED FIBER CEMENT BOARD PAINTED CEMENT BOARD COFFERED CEILING PSL COVERED POOL BAR AREA4"7 1/2"1' - 6 1/2"7 1/4" 1' - 2 1/4" FAUX LOUVER SYSTEM FRONT SPRAY FOAM INSULATION ROOF RAFTER PER STRUCTURAL ROOF SHEATHING PER STRUCTURAL METAL STANDING SEAM ROOF H METAL RIDGE FLASHING (2) 2x RIDGE BEAM PER STRUCTURAL SHEATHING PER STRUCTURAL 2x ROOF RAFTER PER STRUCTURAL METAL STANDING SEAM ROOF HTSAM UNDERLAYMENT SPRAY FOAM INSULATION HEAVY TIMBER TRUSS PER STRUCT 2x10 ROOF RAFTER PER STRUCTURAL METAL RIDGE FLASHING PSL RIDGE BEAM PER STRUCTURAL 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" 2.0 I'-6" 14' - 0" 13' - 2 1/4" BEER & WINE COOLER A 13' - 2 1/4" 14' - 0" DECORATIVE FRIEZE BOX RUNNERS FASCIA BOARD GUTTER PLYWOOD UNDERLAYMENT METAL SS ROOF SOFFIT GANG NAILED TRUSSES DECORATIVE FRIEZE DECORATIVE FRIEZE PAINTED FIBER CEMENT BOARD PAINTED CEMENT BOARD COFFERED CEILING PSL COVERED POOL BAR AREA 2' - 3" DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1 1/2" = 1'-0"9/7/2023 4:18:38 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.83STEEP SLOPE ROOF DETAILS2022-352 WRS / MW / MJ / NY SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 1 POOL BAR - EAVE DETAILSCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 2 POOL BAR - RAKE DETAIL SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 4 LEVEL 2 - RAKE DETAIL SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 5 LEVEL 2 - RIDGE DETAIL SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 3 POOL BAR - RIDGE DETAIL SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 6 KITCHEN EXTENSION - EAVE DETAIL SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 7 POOL BAR - BROKEN HIP EAVE DETAIL METAL STANDING SEAM ROOF UNDERLAYMENT PLYWOOD ROOF RAFTERS PAINTED FIBER CEMENT BOARD & TRIM 13' - 1 3/4" SHINGLES 12' - 6 3/4" METAL STANDING SEAM ROOF UNDERLAYMENT PLYWOOD FIBER CEMENT BOARD CEILING WITH BATTENS AT SEAMS ROOF RAFTERS TOP-MOUNTED SHADE SCREEN SMOOTH CEMENT BOARD SHADE SCREEN GUIDE CABLE STRUCTURAL BEAM ℄ RAFTER HANGER SHAPED NAILER T/COL9' - 5" TRIM BOARD GRILL PATIO EXTERIOR T/SHADE8' - 6 1/2" GUTTER 01_ MCH FIRST FLR 0' -0"PER STRUCTURALFINISHED TILE FLOOR W/ TURN DOWN EDGE ESCUTCHEON PLANTER 3"6" GL GL℄ EQ EQ 1 ROOF BAY RECESSED LIGHTING PAINTED FIBER CEMENT BOARD METAL STANDING SEAM ROOF ROOF HIP CAP PLYWOOD PAINTED FIBER CEMENT TRIM RAFTERS FRAMER TO COORD. W/ LIGHTING LOCATION RAFTER SPACING NOT TO EXCEED 2'-0" O.C. GLGL METAL STANDING SEAM ROOF UNDERLAYMENT PLYWOOD FIBER CEMENT BOARD CEILING WITH BATTENS AT SEAMS GRILL PATIO TOP-MOUNTED SHADE SCREEN SHADE SCREEN GUIDE CABLE EXTERIOR 2x4 BLOCKING AT 16" O.C. FIBER CEMENT BOARD & TRIM T/SHADE8' -6½" 10' - 0" 9' - 2" 7"7"10"STAINED CROWN MOLDING, SEE ID ACOUSTICAL PLASTER, SEE ID STAINED WOOD FINISH, SEE ID ℄ DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:30:40 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.86STEEP SLOPE ROOF DETAILS2022-352 WRS / MW / MJ / NY SCALE:0 1 2 4 8INCHES 3" = 1'-0" 1 PATIO ROOF TO WALL DETAIL SCALE:0 1 2 4 8INCHES 3" = 1'-0" 3 GRILL PATIO ROOF TO COLUMN SCALE:0 1 2 4 8INCHES 3" = 1'-0" 4 PHASE 2 - GRILL PATIO ROOF, COLUMN FOOTING SCALE: 3/4" = 1'-0" 2 GRILL PATIO ROOF SECTION SCALE:0 1 2 4 8INCHES 3" = 1'-0" 5 GRILL PATIO ROOF END CONDITION 1 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 6 GRILL BAR CEILING COFFERS SECTION 2.0 METAL STANDING SEAM ROOF UNDERLAYMENT PLYWOOD GRILL PATIO BEER & WINE COOLER 13' - 2 1/4" FASCIA BOARD GUTTER PLYWOOD UNDERLAYMENT METAL SS ROOF SOFFIT I'-6" ℄ METAL SS ROOF UNDERLAYMENT PLYWOOD ROOF RAFTER PAINTED FIBER CEMENT BOARD & TRIM EXISTING ROOF & SOFFIT EXISTING WALL SHINGLES CONTINUOUS LEDGER, SEE STRUCTURAL 12' - 8 5/8" EXISTING GUTTER DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:18:47 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.87STEEP SLOPE ROOF DETAILS2022-352 Author SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 1 GRILL PATIO ROOF END END CONDITION 2SCALE:0 1 2 4 8INCHES 3" = 1'-0" 2 PHASE 2 - GRILL PATIO ROOF TO BUILDING DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 9/7/2023 4:26:03 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.88STEEP SLOPE ROOF DETAILS2022-352 AuthorSCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 6 SPECIAL ROOF ZONE 6 SCALE:0 3 6 12 24INCHES 1" = 1'-0" 1 SPECIAL ROOF ZONE 1 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 2 SPECIAL ROOF ZONE 2 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 3 SPECIAL ROOF ZONE 3 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 4 SPECIAL ROOF ZONE 4 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 5 SPECIAL ROOF ZONE 5 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:7 SPECIAL ROOF ZONE 7 GRILL PATIO ROOF END WALL TRIM SHADE SCREEN WALL CORNER PRO SHOP ROOF & RAKE EXISTING LOGGIA ROOF NEW GRILL PATIO ROOF EXISTING ROOF EXISTING TRIM & GUTTER POOL STORAGE DECORATIVE CORNICE POOL STORAGE ROOF SNACK WINDOW AWNING NEW FLAT ROOF 1 NEW SLOPED ROOF NEW FLAT ROOF SAFTEY WALL OVERHANGING SLOPED ROOF EXISTING FLAT ROOF 2 NEW FLAT ROOF 1 EXISTING SLOPED ROOF INFILL BETWEEN EXISTING SOFFIT OVERHAND & FLAT ROOF EXISTING TRIM & GUTTER BREAK ROOM SLOPED ROOF POOL STORAGE FLAT ROOF EXPANSION JOINT 01_ MCH FIRST FLR 0' -0" 2.1 36"11"27"8"9"CUSTOM LENGTH COUNTERTOP SUPPORT BRACKET 1x PAINTED TRIM SKIRT OUTSIDE SERVICE SNACK BAR 131K 8' - 6"1" / 1'-0" 4x6 RAFTERS @ 2' O.C. 4x8 BEAM WITH DECORATIVE END CUT STRUCTURAL KICKER TO MATCH CAMPUS STANDARDS 1-1/4" COMPOSITE QUARTZ COUNTERTOP WITH 3/8" DOUBLE RADIUS PROFILE & DOUBLED EDGE. INSTALL IN ACCORDANCE WITH DIMENSIONS OF STONE DESIGN MANUAL 8.0 PUBLISHED BY MIA BI-PARTING SERVICE WINDOW WITH OVERHEAD ROLLERS, TRACK-FREE BOTTOM SILL, SCREENS, KEYED LOCK. READY-ACCESS 131-6 BI-PARTING WINDOW OR APPROVED EQUAL 3/4" PLYWOOD ACCESSIBLE KNEE AND TOE CLEARANCE (2020 FBC ACCESSIBILITY CODE) 1' - 11" 0-A0.83 6 OPP. HAND W131K-1 01_ MCH FIRST FLR 0' -0" OUTSIDE SERVICE SNACK BAR 131K POOL BAR 009 38"SINGLE PANEL SLIDING SERVICE WINDOW WITH OVERHEAD ROLLERS, TRACK-FREE BOTTOM SILL, SCREENS, KEYED LOCK. READY-ACCESS 275 LOW PROFILE WINDOW OR APPROVED EQUAL 3/4" PLYWOOD SIDEWALL HIDDEN COUNTERTOP BRACKET BY "THE ORIGINAL GRANITE BRACKET" OR APPROVED EQUAL 1-1/4" COMPOSITE QUARTZ COUNTERTOP WITH 3/8" DOUBLE RADIUS PROFILE & DOUBLED EDGE. INSTALL IN ACCORDANCE WITH DIMENSIONS OF STONE DESIGN MANUAL 8.0 PUBLISHED BY MIA W131K-2 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1 1/2" = 1'-0"9/7/2023 4:26:07 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 0-A0.99SERVICE WINDOWS2022-352 AuthorSCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 1 SERVICE WINDOW SECTIONSCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 2 SERVICE WINDOW SECTION TVTV TVJJJJTVTVKPTV CATV CA 02.01 02.02 02.03 02.03 02.0402.05 02.06 02.07 02.08 02.09 02.10 02.11 02.12 02.13 02.14 02.15 02.16 02.17 02.2002.18 02.19 02.21 02.22 02.23 02.24 02.25 02.11 02.26 02.12 02.27 02.28 02.29 02.28 02.30 02.30 02.31 02.32 02.33 02.31 02.35 02.02 02.36 PLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:03 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A1.3PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER DEMOLITION PLAN -LEVEL 12022-352 WRS / MW / MJ / NY0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE DEMOLITION PLAN - LEVEL 1 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 PHASE 2 - FITNESS CENTER DEMOLITION PLAN - LEVEL 1 KEYNOTES NO.DESCRIPTION DETAIL █ DIVISION 02 - EXISTING CONDITIONS 02.01 DEMO BAR (BAR TOP, DIE, EQUIPMENT, MILLWORK, CASEWORK, FLOORING) 02.02 DEMO WALL, TYPICAL 02.03 DEMO BUILT-IN CASEWORK 02.04 DEMO FIREPLACE AND FLUE 02.05 DEMO DOOR, INCLUDING FRAME AND TRIM, TYPICAL. 02.06 OWNER TO REMOVE NON-FIXED ITEMS PRIOR TO CONSTRUCTION, TYPICAL. 02.07 DEMO MILLWORK AND GWB TO STUDS / WOOD SHEATHING 02.08 DEMO PLUMBING FIXTURES, TYPICAL. CAP WASTE LINES. DEMO SUPPLY BACK TO NEAREST TEE TO REMAIN. 02.09 DEMO KITCHEN EQUIPMENT THROUGHOUT. COORDINATE WITH OWNER TO IDENTIFY ANY ITEMS FOR REUSE OR SALVAGE VALUE 02.10 DEMO SITE WALL AND GATE 02.11 DEMO PAVING, SLABS, ETC. 02.12 DEMO FLOORING TO CONCRETE SLAB, SEE ID FOR EXTENTS 02.13 DEMO WALK-IN COOLER 02.14 DEMO DRY GOODS STORAGE 02.15 DEMO LOCKERS 02.16 REMOVE AND REUSE SALT TANK FOR WATER SOFTENER 02.17 WATER SOFTENING SYSTEM TO REMAIN. REDIRECT DISCHARGE TO STORM DRAIN 02.18 REMOVE AND REUSE NO2 & CO2 TANKS 02.19 REMOVE AND REUSE AC CONDENSER 02.20 RELOCATE TANKLESS WATER HEATING SYSTEM 02.21 ABANDON AND CAP EXISTING AREA DRAIN 02.22 MAIN WATER SERVICE TO REMAIN 02.23 CHAIR STORAGE TO REMAIN 02.24 DEMO WALL & GATE 02.25 ELECTRICAL PANELS & EQUIPMENT TO REMAIN 02.26 DEMO COLUMNS, TYPICAL 02.27 DEMO STAIRS WHERE NEW PATIO OCCURS 02.28 DEMO BRICK VENEER 02.29 DEMO SHINGLES 02.30 DEMO WINDOW 02.31 DEMO SIDING & SHEATHING 02.32 DEMO BRICK & SHEATHING 02.33 SELECTIVE DEMO OF FLOOR FOR NEW SLAB & FOOTINGS 02.35 DEMO ALL GWB IN BAR/GRILL AREA 02.36 DEMO FIXED LADDER TSFS J J J J J J J J SJ M J 02.01 02.02 02.01 02.01 02.03 11' - 0"PLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:12 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A1.4PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER DEMOLITION RCP -LEVEL 12022-352 WRS / MW / MJ / NY KEYNOTES 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE DEMOLITION RCP - LEVEL 1 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 PHASE 2 - FITNESS CENTER DEMOLITION RCP - LEVEL 1 NO.DESCRIPTION DETAIL █ DIVISION 02 - EXISTING CONDITIONS 02.01 DEMO CEILING AND ALL ASSOCIATED AIR TERMINALS, LIGHTING, AND DEVICES ATTACHED THERETO. 02.02 DEMO FABRIC AWNING AND SUPPORT FRAMING 02.03 DEMO UPPER CABINETS 02.01 02.02 PLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:14 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A1.5PHASE 2 -MAIN CLUBHOUSE DEMOLITIONPLAN -LEVEL 22022-352 WRS / MW / MJ / NY0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE DEMOLITION PLAN - LEVEL 2 KEYNOTES NO.DESCRIPTION DETAIL █ DIVISION 02 - EXISTING CONDITIONS 02.01 DEMO BRICK VENEER & WINDOW 02.02 DEMO RAKE & ROOF EDGE J J J J J J J J J M J 02.01 02.02 02.03 02.04 02.01 02.02 02.01 02.02 02.07 02.05 02.06 02.02 PLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:18 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A1.8PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER DEMOLITION PLAN -ROOF2022-352 WRS / MW / MJ / NY KEYNOTES 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE DEMOLITION PLAN - ROOF 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 PHASE 2 - FITNESS CENTER DEMOLITION PLAN - ROOF NO.DESCRIPTION DETAIL █ DIVISION 02 - EXISTING CONDITIONS 02.01 DEMO ROOF INCLUDING STRUCTURE 02.02 DEMO FRIEZE AND TRIM 02.03 DEMO FABRIC ROOF INCLUDING STRUCTURE 02.04 DEMO CHIMNEY FAN 02.05 DEMO STORAGE SHED 02.06 DEMO ROOFING SYSTEM TO STRUCTURAL DECK (PERFORM IN COORDINATION WITH ROOF REPLACEMENT) 02.07 DEMO LEAN-TO ROOF GP10 GP9 GP8 GP7 GP6 GP5 GP5GP4 4.1 4.1 4.0 4.0 GP2 GP1A 1.0 1.0 2.0 2.0 2.1 2.1 3.0 3.0 BB EE A.1 A.1 D D FF HH 3.1 3.1 C C GG 1.2 1.2 5.0 5.0GP12 GP12 GP11 A A GP3 GP1B B.1 B.1 SLAB 1 SLAB 2 SLAB 44' - 9"9"2' - 0"3' - 0"3 3/4"11' - 11"6"1' - 6 3/4"8' - 3"11 3/4"10"4' - 0"6' - 8 3/4"9' - 3 3/4"15' - 11"1"1"1"1"3' - 2 3/4"4 1/4"1' - 5 3/4"7' - 2"2' - 2 1/4"2 3/4"6' - 1 3/4"13' - 11 1/2"8' - 10"2' - 0"125' - 10"30' - 2 3/4"2' - 5"26' - 10 1/2"8' - 7 1/2"12' - 8 3/4"1' - 3"13' - 1"13' - 5 3/4"17' - 2"208' - 3 3/4" 12' - 5 1/2"5' - 0"16' - 1 3/4"28' - 4 3/4"42' - 11 1/2"27' - 11"11' - 11"4' - 5"21' - 9"9' - 2 1/2"28' - 1 3/4"1' - 0 3/4"9' - 2 1/2"3' - 6"9' - 0 1/2"3 1/2"11' - 4 1/2"12' - 7 1/2"7' - 0 3/4"1' - 4 1/4"3 3/4"2' - 2 1/4" 2' - 2 1/4"10 3/4"15' - 3"1/2"5 1/2"6' - 6"15' - 2 3/4" 2' - 2 1/4" 7' - 0 1/4"2' - 3 3/4"2 3/4"3 3/4"3 3/4"SLAB 3 DEP. 2A DEP. 2B DEP. 2C DEPRESSION 4A1' - 4"16' - 7 3/4"6"4' - 2 1/2"3' - 3 3/4"3' - 0 1/4"1' - 1 1/2"12' - 6"6' - 6 1/4"17' - 4 3/4"7' - 0 1/4" 7' - 0"2' - 8 3/4"9' - 2 1/2"1" DEP. 4B -0'-4½" = 0'-0" = 0'-0" -0'-3" V.I.F. -0'-1" -0'-1" = 0'-0" -0'-4½" -0'-3" V.I.F. = 0'-0" 6"4' - 0" 10"10"9' - 7"8' - 1 3/4"22' - 9 1/4"CONTRACTOR TO COORD. W/ TILE INSTALLATION & CIVIL / LS FOR DRAINAGE 1' - 4"11' - 1 1/2"5' - 7 3/4" 6"10"10"6" 28' - 11"17' - 11 3/4"SLOPE PAVERS TO MEET DOOR COORD. FINAL DEPRESSION DEPTH W/ EXTERIOR CONDITIONS COORD. FINAL DEPRESSION DEPTH W/ EXTERIOR CONDITIONSSLAB 1SLAB EXTENT SLAB DEPRESSION EXISTING WALLS & BUILDING FOOTPRINT COLUMNS DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:47:19 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A1.9PHASE 2 -MAIN CLUBHOUSE -SLAB CONTROLPLAN2022-352 Author 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 SLAB CONTROL PLAN LEGEND DryerWasher/2 1-A2.3 1 1-A5.4 2 1-A5.4 1 x1-A5.5 1 1-A5.7 1 x1-A5.6 2 1-A5.7 BAR PANTRY 131L OUTSIDE SERVICE SNACK BAR 131K BEER / WINE COOLER 131M CHEF & SOUSE CHEF 131A OFFICE, TBD 132B CATERING DIR. / TBD 132C STORAGE 132D STORAGE 132E BULK FREEZER 132 F BREAK ROOM 133 RR 135 RR 134 DRY STORAGE 1 132A 1 1-A6.2 1 1-A6.2 2 1-A6.1 2 1-A6.1 LAUNDRY 137 AQUATICS STAFF 138 CORRIDOR 136 GOLF PRO SHOP 122 MEN'S LOCKERS 123 GRILLE ALCOVE 121A VESTIBULE 113E ACCESSIBLE RESTROOM 113B SERVICE BAR 116 WOMEN'S RESTROOM 117 WOMEN'S LOCKERS 110 WOMEN'S PRIVATE RESTROOM 106 WOMEN'S RESTROOM 108 WOMEN'S SHOWERS 107 MEMBERSHIP OFFICE 104 HALL 103 VESTIBULE 105 RECEPTION 101 VESTIBULE 102 DINING VESTIBULE 118 VESTIBULE 119 MULTI-PURPOSE ROOM 126 DINING LOGGIA 124 ELECTRICAL SERVICE 131G MECHANICAL SERVICE 131H COOLER 131F BEER COOLER 131D FREEZER 131E DRY STORAGE 131C BAKE SHOP 131B WASH STATION 131J FOOD & BEVERAGE OFFICE 131I TABLE STORAGE 129 HALL 128WAITING AREA 101B FOYER 100 RECEPTION DESK 101A BAR 120 FDC / RISER 109 ACCESSIBLE RESTROOM 108A ACCESSIBLE RESTROOM 115C ACCESSIBLE RESTROOM 117D TLT. 117B TLT. 117A TLT. 117C TLT. 115B URINALS 115A 113A SHOWER 113D SHOWER 113C TOILET 108C TOILET 108B DRESSING 107C SHOWER 107B SHOWER 107A STORAGE 130 MEN'S POOL RESTROOM 142 ACCESSIBLE RESTROOM 142D WOMEN'S POOL RESTROOM 145 ACCESSIBLE RESTROOM 145E VESTIBULE 144 SHOWER 145F SHOWER 142E 131N-2 131L 131K-1 131N-1 131K-2 131A 133-2 134 135 138 133-1 132-1 OHC-1132C 132B 132A BULK COOLER 132G CORRIDOR 132 VESTIBULE 114 MEN'S PRIVATE RESTROOM 113 132-2 KITCHEN 131 DINING HALL 125 CORRIDOR 131N MEN'S RESTROOM 115 URINALS 113F W132B-1 W132C W132B-2 W133-1 W133-2 W133-3 W138-1 2 1-A6.0 2 1-A6.0 3 1-A6.1 3 1-A6.1 5 1-A6.1 1 1-A6.1 1 1-A6.1 2 1-A6.2 2 1-A6.2 2 1-A6.3 1 1-A6.3 REFUSE & RECYCLING 113G 1 1-A6.0 1 1-A6.0 W140 140 1-A3.1 1 10.01 1-A3.0 1 POOL STORAGE 140 1-A3.2 1 1-A2.8 1 STAIR 2 STAIR 1 SERVICE 127A SERVICE 127B POOL BAR 009 14' - 3"14' - 3"2 1-A5.8 1 1-A5.8 116 116A 120 10.02 127B-1 127A-1 GRILLE 121 131G 131H 131N-1 137 142-1 145-1 128128128 0-A0.78 1 114 122 124-1 121 119 125 126 127B-2 127A-2 131I 132-3 131B LOCKER 139 5' - 3" POOL CABANA (UNDER SEPARATE PERMIT)POOL CABANA (UNDER SEPARATE PERMIT) 131C 4 1-A6.1 4 1-A6.1 124-2 /1 1-A2.3 WOMEN'S POOL RESTROOM 145 VESTIBULE 144 MEN'S FITNESS RESTROOM 152 EXERCISE ROOM 154 YOUTH 155 MECH / ELEC 149 ACCESSIBLE RESTROOM 153B RECEPTION 150 UNISEX RESTROOM 157 CORRIDOR 148 WOMEN'S FITNESS RESTROOM 153 CHECK-IN 156 GROUP FITNESS 151 MANUAL THERAPY 146 SHOWER 145F WC 152A URINAL 152A WC 153A 1 1-A5.8 PLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:24 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A2.3PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER NEW WORK PLAN -LEVEL 12022-352 WRS / MW / MJ / NY KEYNOTES 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE NEW WORK PLAN - LEVEL 1 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 PHASE 2 - FITNESS CENTER NEW WORK PLAN - LEVEL 1 NO.DESCRIPTION DETAIL █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.01 REMEDIATION: REMOVE ALL SIDING AND ZIP OSB SHEATHING. REPLACE SHEATHING AS REQUIRED PER STRUCTURAL PRIOR TO ADDING INTERIOR FINISHES. █ DIVISION 10 - SPECIALTIES 10.01 POOL CABANA 1 1-A2.8 10.02 POOL CABANA 3 1-A2.9 EXIT EXIT EXITEXITEXITEXIT EXITEXITEXIT/2 1-A2.4 1 1-A6.2 2 1-A6.1 2 1-A6.0 2 1-A6.0 3 1-A6.1 5 1-A6.1 1 1-A6.1 2 1-A6.2 2 1-A6.3 1 1-A6.3 1 1-A6.0 1 1-A6.0 1-A3.2 2 1-A3.7 1 2 0-A0.86 1-A3.6 1 1-A2.8 3 STAIR 2 BAR PANTRY 131L OUTSIDE SERVICE SNACK BAR 131K BEER / WINE COOLER 131M CHEF & SOUSE CHEF 131A OFFICE, TBD 132B CATERING DIR. / TBD 132C STORAGE 132D STORAGE 132E BULK FREEZER 132 F BREAK ROOM 133 RR 135 RR 134 DRY STORAGE 1 132A LAUNDRY 137 FOOD & BEVERAGE OFFICE 131I WASH STATION 131J BAKE SHOP 131B DRY STORAGE 131C FREEZER 131E BEER COOLER 131D COOLER 131F ELECTRICAL SERVICE 131G MECHANICAL SERVICE 131H CORRIDOR 132 BULK COOLER 132G CORRIDOR 136 AQUATICS STAFF 138 VESTIBULE 141 MEN'S POOL RESTROOM 142 SHOWER 142E ACCESSIBLE RESTROOM 142D ACCESSIBLE RESTROOM 145E SHOWER 145F WOMEN'S POOL RESTROOM 145 VESTIBULE 144 URINALS 142A TOILET 145A TOILET 145B TOILET 145C TOILET 145D TOILET 142C TOILET 142B DINING HALL 125 DINING LOGGIA 124 MULTI-PURPOSE ROOM 126 TABLE STORAGE 129 HALL 128 STORAGE 130 WAITING AREA 101B RECEPTION 101 FOYER 100 RECEPTION DESK 101A MEMBERSHIP OFFICE 104 HALL 103 VESTIBULE 102 DINING VESTIBULE 118 VESTIBULE 119 BAR 120 VESTIBULE 114 MEN'S PRIVATE RESTROOM 113 URINALS 113F SERVICE BAR 116 WOMEN'S LOCKERS 110 FDC / RISER 109 WOMEN'S PRIVATE RESTROOM 106 WOMEN'S RESTROOM 108 TOILET 108C TOILET 108B ACCESSIBLE RESTROOM 108A DRESSING 107C SHOWER 107B SHOWER 107A WOMEN'S SHOWERS 107 VESTIBULE 113E ACCESSIBLE RESTROOM 113B TOILET 113A SHOWER 113D SHOWER 113C PRIVATE VESTIBULE 111 SHOE SHINE AREA 112 MEN'S LOCKERS 123 GOLF PRO SHOP 122 GOLF PORCH 008 GRILLE ALCOVE 121A WOMEN'S RESTROOM 117 MEN'S RESTROOM 115 ACCESSIBLE RESTROOM 117D TLT. 117C TLT. 117B TLT. 117A ACCESSIBLE RESTROOM 115C TLT. 115B URINALS 115A VESTIBULE 105 SERVICE 127A SERVICE 127B POOL STORAGE 140 POOL BAR 009 POOL CABANA (UNDER SEPARATE PERMIT)POOL CABANA (UNDER SEPARATE PERMIT) 4 1-A6.1 /1 1-A2.4 SHOWER 145F WOMEN'S POOL RESTROOM 145 VESTIBULE 144 GROUP FITNESS 151 BREEZEWAY 010A EXERCISE ROOM 154 YOUTH 155 CHECK-IN 156 UNISEX RESTROOM 157 ACCESSIBLE RESTROOM 153B WOMEN'S FITNESS RESTROOM 153 MEN'S FITNESS RESTROOM 152 WC 152AMANUAL THERAPY 146 MECH / ELEC 149 CORRIDOR 148 RECEPTION 150 PLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:36 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A2.4PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER NEW WORK RCP -LEVEL 12022-352 WRS / MW / MJ / NY KEYNOTES 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE RCP - LEVEL 1 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 PHASE 2 - FITNESS CENTER NEW WORK RCP - LEVEL 1 NO.DESCRIPTION DETAIL DN DN 1 1-A5.4 2 1-A5.4 1 x1-A5.5 1 1-A5.7 1 x1-A5.6 2 1-A5.7 1 1-A6.2 1 1-A6.2 2 1-A6.1 2 1-A6.1 GENERAL MANAGER'S OFFICE 201 ACCOUNTING 200 SECURITY AREA 203 TELEPHONE AREA 203A HVAC / MECHANICAL MEZZANINE 204 OFFICE 2 213 PRINTING / POSTAGE 211 ATTIC 202 STAIR 1 ST1 W214 OFFICE 1 214 OFFICE 3 212 LANDING 210A LOW-SLOPE ROOF - SEE ROOF PLAN CONFERENCE ROOM 215 5 1-A6.1 1 1-A6.1 1 1-A6.1 2 1-A6.2 2 1-A6.2 2 1-A6.3 2 1-A6.3 1 1-A6.3 1 1-A6.3 08.02 2 1-A2.9 2 1-A5.8 1 1-A5.8 215 212 213 214 215A215B ATTIC STORAGE 215A CORR. 210B 0-A0.78 2 W215A 1-A4.2 2 PLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:39 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A2.5PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER NEW WORK PLAN -LEVEL 22022-352 WRS / MW / MJ / NY KEYNOTES 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE NEW WORK PLAN - LEVEL 2 NO.DESCRIPTION DETAIL █ DIVISION 08 - OPENINGS 08.02 DEMO WINDOW AND WALL BELOW SILL. LEAVE OPENING FOR ATTIC ACCESS 1 1-A6.2 1 1-A6.2 GENERAL MANAGER'S OFFICE 201 ACCOUNTING 200 SECURITY AREA 203 TELEPHONE AREA 203A HVAC / MECHANICAL MEZZANINE 204 09.01 OFFICE 1 214 OFFICE 2 213 OFFICE 3 212 PRINTING / POSTAGE 211 LANDING 210A CONFERENCE ROOM 215 2 1-A6.2 2 1-A6.2 2 1-A6.3 2 1-A6.3 1 1-A6.3 1 1-A6.32' - 10"6' - 0"6' - 0"2' - 10"EQ EQ EQ W2142' - 6"3' - 6"2' - 6"2' - 11"5' - 6"3' - 11"8' - 0"8' - 0"8' - 0"1' - 10"2' - 8"3' - 8"2' - 8"9' - 0 3/4" 09.02 14"14"08.01 ATTIC STORAGE 215A 9' - 0 3/4" 9' - 0 3/4" 9' - 0 3/4" 08.02 08.02 EQEQPLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:40 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A2.6PHASE 2 -MAIN CLUBHOUSE NEW WORK RCP -LEVEL 22022-352 WRS / MW / MJ / NY KEYNOTES 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE RCP - LEVEL 2 NO.DESCRIPTION DETAIL █ DIVISION 08 - OPENINGS 08.01 CURB-MOUNTED FIXED GLASS SKYLIGHT 08.02 CEILING ACCESS PANEL FOR FCU, SEE MECH. █ DIVISION 09 - FINISHES 09.01 VAULTED GWB CEILING. SEE ROOM FINISH SCHEDULE 09.02 1-HOUR SHAFT ENCLOSURE FOR OUTSIDE AIR DUCT FROM BELOW. SEE ALSO MECHANICAL. /2 1-A2.7 1 1-A5.4 2 1-A5.4 1 x1-A5.5 1 1-A5.7 1 x1-A5.6 2 1-A5.7 1 1-A6.2 1 1-A6.2 2 1-A6.1 2 1-A6.1 07.06 07.06 07.09 07.09 07.11 1'-0" / 1'-0"1'-0" / 1'-0" 1'-0" / 1'-0"1'-0" / 1'-0"1'-0" / 1'-0"1'-0" / 1'-0"1'-0" / 1'-0"1'-0" / 1'-0"4" / 1'-0"3 1-A6.1 3 1-A6.1 5 1-A6.1 1 1-A6.1 1 1-A6.1 2 1-A6.2 2 1-A6.2 2 1-A6.3 2 1-A6.3 1 1-A6.3 1 1-A6.3 07.13 GP10 GP9 GP8 GP7GP6GP5GP4 0-A0.85 6 2 0-A0.86 3 0-A0.85 2 3/8" / 1'-0"2 3 /3 2 " / 1 '-0 " 2 1-A5.8 1 1-A5.8 4.14.0 6 0-A0.78 5 0-A0.86 GP2 GP1A 1.0 2.0 2.1 3.0 B E A.1 F H 3.1 C G 1.2 5.0 GP12 GP11 A GP3 2 0-A0.87 3 1-A7.3 1 1-A7.2 2 1-A7.2 3 1-A7.2 4 1-A7.2 4 1-A7.3 1 1-A7.3 5 1-A7.3 6 1-A7.3 1 0-A0.83 6 0-A0.83 7 0-A0.83 3 0-A0.83 5 0-A0.83 4 1-A6.1 4 1-A6.1 1-A2.11 1 /6 0-A0.88 /1 0-A0.88 /2 0-A0.88 /3 0-A0.88 /4 0-A0.88 /5 0-A0.88 /7 0-A0.88 W210 07.14 07.14 07.15 PLAN LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURN CEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE SPECIAL ROOF ZONE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/8" = 1'-0"9/7/2023 4:47:44 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A2.7PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER NEW WORK PLAN -ROOF2022-352 WRS / MW / MJ / NY KEYNOTES 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE NEW WORK PLAN - ROOF 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 PHASE 2 - FITNESS CENTER NEW WORK PLAN - ROOF NO.DESCRIPTION DETAIL █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.06 GALVALUME STANDING SEAM ROOFING OVER HIGH TEMPERATURE SELF-ADHERED UNDERLAYMENT OVER STRUCTURAL PLYWOOD DECK. MECHANICALLY SEAMED. PROFILE AND COATING TO MATCH EXISTING. 07.09 GUTTER & DOWNSPOUT 07.11 HEAD WALL FLASHING INTO EXISTING WALL. REPLACE TRIM AND / OR SIDING 07.13 REPAIR ROOF AT REMOVED CHIMNEY FAN. OVERLAY HOLE IN MTL DECK WITH 4-FT SQ. PLWD SHTG FASTENED EA. SIDE. MATCH (E) ROOF ASSEMBLY (MOD. BIT BUR & RIGID INSUL). 07.14 REMEDIATION: EXTEND SIDEWALL FLASHING TO (E) DIVERTER FLASHING 07.15 REMEDIATION: REMOVE AND REPLACE CORRODED SECTION OF GUTTER SHEET NOTES 1. ALL DOWNSPOUTS AND PRIMARY ROOF DRAINS SHALL TIE INTO BELOW-GRADE STORM DRAINAGE SYSTEM. SEE CIVIL. 2. ALL OVERFLOW ROOF DRAINS SHALL EJECT ONTO GROUND SURFACE AT A READILY VISIBLE AREA. 4.02.0 2.1 3.0 B E D F H 3.1 C G 2 3/8" / 1'-0"1'-0" / 1'-0"1'-0" / 1'-0" 1'-0" / 1'-0"1'-0" / 1'-0"1'-0" / 1'-0"1'-0" / 1'-0"4" / 1'-0"FLAT ROOF 1 FLAT ROOF 2 FLAT ROOF 3 FLAT ROOF 4 07.01 07.01 07.01 07.01 07.14 07.13 07.02 06.01 06.01 06.01 07.03 07.04 07.04 07.05 07.05 07.06 07.07 07.08 07.01 07.01 07.01 07.10 23.01 07.03 22.01 07.07 07.12 08.02 07.01 1/4" / 1'-0"1/4" / 1'-0" 08.01 07.15 07.16 08.03 3' - 8 1/2"1/4" / 1'-0"1/4" / 1'-0"DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:47:52 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A2.11PHASE 2 -MAIN CLUBHOUSE NEW WORK PLAN-ROOF DRAINAGE PLAN2022-352 Author KEYNOTES NO.DESCRIPTION DETAIL █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.01 REMEDIATION: REPLACE EXISTING MOISTURE-DAMAGED ZIP OSB SHTG AT REMOVED FRIEZE AND TRIM (CONTINOUS WITH REPLACED SHEATHING FROM BELOW) █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.01 GUTTER & DOWNSPOUT 07.02 REMEDIATION: PROVIDE AND INSTALL NEW FLASHING AT ALL REMAINING SCREEN WALL POST PENETRATIONS. TYPICAL AT EXISTING FLAT ROOF 07.03 EXTEND TPO BASE FLASHING TO TIE IN WITH DRAINING PERIMETER EDGE METAL. 07.04 ROOF REPLACEMENT: FULLY ADHERED TPO OVER COVERBOARD AND TAPERED POLYISO INSULATION SLOPED AT 1/4":12" MIN. 07.05 NEW ROOF AREA: FULLY ADHERED TPO OVER COVERBOARD AND TAPERED POLYISO INSULATION SLOPED AT 1/4":12" MIN. 07.06 GALVALUME STANDING SEAM ROOFING OVER HIGH TEMPERATURE SELF-ADHERED UNDERLAYMENT OVER STRUCTURAL PLYWOOD DECK. MECHANICALLY SEAMED. PROFILE AND COATING TO MATCH EXISTING. 07.07 TIE IN EXISTING STANDING SEAM ROOF WITH NEW 07.08 STANDING SEAM AWNING WITH GUTTER & DOWNSPOUT 07.10 DRAINING PERIMETER EDGE METAL WITH MEMBRANE COATING.INCORPORATE GUTTER AND DOWNSPOUT TO MATCH EXISTING 07.12 REMEDIATION: SEAL ALL WALL PENETRATIONS BELOW WATER HEATERS. REPLACE BOTTOM OF WALL FLASHING WITH STAINESS STEEL FLASHING. 07.13 REMEDIATION: FILL ALL PENETRATION POCKETS PER DETAIL. TYPICAL AT EXISTING FLAT ROOF 07.14 DRIP EDGE 07.15 ROOF SUMP WITH PRIMARY & SECONDARY ROOF DRAIN, TYP. 07.16 TAPERED ROOF CRICKET, TYP. █ DIVISION 08 - OPENINGS 08.01 FRP WRAPPED TIMBER EQUIPMENT SCREEN FRAME (FRAME WRAP) WITHKYNAR COATED ALUMINUM FIXED LOUVERS. 42" MINIMUM HEIGHT ABOVE ADJACENT LOW SLOPE ROOF. SHOP DRAWING REQUIRED. 08.02 SKYLIGHT, TYP. PLACEMENT PER STRUCTURES 08.03 MECHANICAL SCREEN WALL WITH GATE █ DIVISION 22 - PLUMBING 22.01 PROVIDE MECHANICAL WELL WITH PRIMARY AND OVERFLOW ROOF DRAINS █ DIVISION 23 - HEATING, VENTILATION, & AIR CONDITIONING 23.01 ROOFTOP HVAC EQUIPMENT, TYP. SEE MECHANICAL. FINAL LAYOUT T.B.D. FFF FFUP UP EXIT EXITEXITDryer Washer 1 1-A6.2 1 1-A6.1 2 1-A6.2 2 1-A6.3 2 1-A6.3 1 1-A6.3 1 1-A6.3 BAKE SHOP 131B DRY STORAGE 131C COOLER 131F BEER COOLER 131D FREEZER 131E CHEF & SOUSE CHEF 131A BEER / WINE COOLER 131M KITCHEN 131 DINING LOGGIA 124 BAR PANTRY 131L OUTSIDE SERVICE SNACK BAR 131K CORRIDOR 131N BREAK ROOM 133 CORRIDOR 136 AQUATICS STAFF 138 ELECTRICAL SERVICE 131G MECHANICAL SERVICE 131H DRY STORAGE 1 132A OFFICE, TBD 132B CATERING DIR. / TBD 132C CORRIDOR 132 STORAGE 132D STORAGE 132E FOOD & BEVERAGE OFFICE 131I WASH STATION 131J KITCHEN 131HALL 128 TABLE STORAGE 129MULTI-PURPOSE ROOM 126 DINING HALL 125 BULK COOLER 132G BULK FREEZER 132 F LAUNDRY 137 MEN'S POOL RESTROOM 142 REFUSE & RECYCLING 113G WOMEN'S POOL RESTROOM 145 09.01 POOL STORAGE 140 140 10.04 07.01 10.04 10.04 07.03 131A 131K-1 07.02 06.01 09.02 14.01 04.01 09.03 08.01 06.01 10.01 10.01 10.01 135134 137 138133-1131G 131H 132B 132A 132C OHC-1 132-2 132-1145-1 133-2 131N-2 131N-1127A-1 127B-1 142-1 RR 135 RR 134 131L 131K-206.01 10.04 W138-206.07 10.02 2 1-A5.8 1 1-A5.8 4.14.0 6 0-A0.78 4 0-A0.78 GP2 1 1-A7.2 3 1-A7.2 4 1-A7.2 3 1-A7.3 2.0 2.1 3.0 B E A.1 D F H 3.1 C G 5.0 5 1-A7.3 6 1-A7.3 10.03 LOCKER 139 STORAGE 136A 136A W140 W133-1 W133-2 W133-3 W132CW132B-1W132B-2OHC-2 0-A0.78 1 2' - 3"4"4"B.1 09.03 09.04131CSLOPE SLOPE 11.01 22.01 09.04 1' - 5" 1 0-A0.99 127A-2 127B-2 131B 08.02 08.02132-3131I 2 0-A0.99 26.01 08.03 W131K-1 W131K-2 5' - 3" 4 1-A7.3 10.05 W138-1 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:47:55 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A3.0PHASE 2 -MAIN CLUBHOUSE PARTIAL PLAN -KITCHEN2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE PARTIAL PLAN - KITCHEN PLAN NO.DESCRIPTION DETAIL █ DIVISION 04 - MASONRY 04.01 (N) CMU SITE WALL W BRICK VENEER (PUBLIC FACING) & CAP. PREP WITH BLOCK FILLER AND PAINT. █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.01 REMEDIATION: REMOVE ALL SIDING AND ZIP OSB SHEATHING. REPLACE SHEATHING AS REQUIRED PER STRUCTURAL PRIOR TO ADDING INTERIOR FINISHES. 06.07 (N) 2x6 WALL TO CEILING TO ACCOMODATE PLUMBING & RECESSED BABY CHANGING STATION █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.01 NEW WALL INFILL 07.02 REMEDIATION: REMOVE AND REPLACE ALL WEATHERSTRIPPING. REMOVE AND RESET DOORS AS REQUIRED. ADD BUMP STOP THRESHOLD TO ALL DOOR OPENINGS WITH APPROVED AMERIKOOLER COMPONENTS. SEALWIDTH BELOW DOOR JAMB WITH SPRAY FOAM CAPPED WITH SILICONE SEALANT. 07.03 WINDOW INFILL █ DIVISION 08 - OPENINGS 08.01 SINGLE PANEL SLIDING SERVICE WINDOW. SEE 2/0-A0.99 & 0-A0.25 08.02 EXISTING WINDOW TO REMAIN. APPLY PRIVACY FILM 08.03 BI-PARTING SLIDING SERVICE WINDOW. SEE 1/0-A0.99 & 0-A0.25 █ DIVISION 09 - FINISHES 09.01 GYP. WALL BOARD & PAINT 09.02 REMEDIATION: CUT OUT AND REMOVE ENTIRE SECONDARY RUBBER FLOOR. REFURBISH FLOOR SURFACE WITH URETHANE RESINOUS FLOORING TO MATCH KITCHEN. SEE FINISH SCHEDULE 09.03 NEW ROLL-IN (ACCESSIBLE) TILE SHOWER, SLOPE FLOOR TO DRAIN. SEE ID 09.04 LINEAR TRENCH DRAIN WITH POLSIHED CHROME FINISH. SLOPE FLOOR TO DRAIN. SEE PLUMBING █ DIVISION 10 - SPECIALTIES 10.01 EXPANSION JOINT COVER 10.02 MOTORIZED SHADE, TYPICAL. BOD: "FLEXSHADE ZIP XL" BY DRAPER 10.03 EMPLOYEE LOCKERS. SEE ID 10.04 AIR GAP COVER 10.05 VENTLESS FIREPLACE, SEE ID. █ DIVISION 11 - EQUIPMENT 11.01 WASHING MACHINE AND DRYER BY OWNER █ DIVISION 14 - EQUIPMENT 14.01 NEW KITCHEN EQUIPMENT, TYPICAL. SEE FS █ DIVISION 22 - PLUMBING 22.01 UTILITY SINK. SEE PLUMBING █ DIVISION 26 - ELECTRICAL 26.01 (N) WALL-MOUNTED SCONCE LIGHT. MATCH EXISTING CAMPUS STANDARDS 1 1-A5.7 2 1-A5.7 2 1-A6.0 2 1-A6.0 3 1-A6.1 5 1-A6.1 1 1-A6.0 1 1-A6.0 2 x1-A6.6 10.01 07.01 09.01 12.03 12.02 10.02 10.02 06.06 12.01 06.03 06.04 06.05 06.04 09.02 DINING LOGGIA 124 GOLF PRO SHOP 122 MEN'S LOCKERS 123 DINING HALL 125 MULTI-PURPOSE ROOM 126 WAITING AREA 101B RECEPTION 101 DINING VESTIBULE 118 WOMEN'S PRIVATE RESTROOM 106 BAR 120 SERVICE BAR 116 MEN'S RESTROOM 115 WOMEN'S RESTROOM 117 MEN'S PRIVATE RESTROOM 113 ACCESSIBLE RESTROOM 113B KITCHEN 131 BAR PANTRY 131L BEER / WINE COOLER 131M GP10 GP9 GP8 GP7 GP6GP5GP4 04.01 02.01 2 1-A5.8 09.04 09.05 GP2 GP1A 1.0 2.0 B E A.1 D F C G 1.2 GP12 GP11 A 2 0-A0.87 126 127B-2 127B-1 127A-2 127A-1 114 116120 116A 122 124-1 007-2 007-3 007-4 007-1 131N-1 128 113 121 119 125 GP3 GP1B B.1 12.04 12.04 124-2 02.02 02.02 4 1-A6.1 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:47:59 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A3.1PHASE 2 -MAIN CLUBHOUSE PARTIAL PLAN -DINING ROOM, GRILL & DINING PATIO2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE PARTIAL PLAN - DINING / GRILL / PATIO NO.DESCRIPTION DETAIL █ DIVISION 02 - EXISTING CONDITIONS 02.01 PLANTER BED 02.02 EXISTING GFI DUPLEX AND HOSE BIB TO REMAIN █ DIVISION 04 - MASONRY 04.01 PLANTER WALL █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.03 (N) WOOD FRAME WALL WITH GWB ONE SIDE FOR ANCHORING CASEWORK. PROVIDE BLOCKING AS NEEDED. 06.04 INFILL DOOR OPENING. SEE ROOM SCHEDULE FOR FINISH INFO. 06.05 INFILL PASS-THRU OPENING 06.06 NEW 2x WOOD FRAMED WALL, TYPICAL. SEE ROOM FINISH SCHEDULE FORFINSHES █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.01 REMEDIATION: APPLY SPRAY FOAM TO FULL HEIGHT OF EXTERIOR WALL CAVITY TO CONTACT UNDERSIDE OF METAL ROOF DECK. SEAL SOLE PLATE TO FLOOR SLAB. █ DIVISION 09 - FINISHES 09.01 REMEDIATION: REMOVE AND REPLACE WALL FINISHES AND TRIM TO ALLOW CAVITY INSULATION AND SEALING. 09.02 NEW WALL, SEE ID FOR FINISH 09.04 PATCH STONE TILE AT DEMOED AREAS. MATCH EXISTING, TYP. 09.05 PATCH WALLS AT DEMOED AREAS. MATCH EXISTING █ DIVISION 10 - SPECIALTIES 10.01 MOTORIZED SHADE, TYPICAL. BOD: "FLEXSHADE ZIP XL" BY DRAPER 10.02 VENTLESS FIREPLACE, SEE ID █ DIVISION 12 - FURNISHINGS 12.01 MODIFY LOWER LOCKERS TO PROVIDE REQUIRED ACCESS TO UNDERSTAIR AREA. SEE ID 12.02 NEW BUILT-IN WINE DISPLAY. SEE ID 12.03 NEW BAR. SEE ID AND FS 12.04 FREE STANDING SERVICE LECTERN WITH OPEN SHELVING BELOW 12"PAL 12"PAL12"PAL2 1-A6.1 2 1-A6.1 1 1-A6.1 1 1-A6.1 1 x1-A6.6 1 x1-A6.6 2 x1-A6.6 2 x1-A6.6 3 x1-A6.6 4 x1-A6.6 5 x1-A6.6 02.01 03.01 02.02 08.01 11.01 12.04 04.0204.02 2 1-A2.9 06.01 10.01 2.0 2.1 3.0 A.1 10" 10" A 06.02 2 0-A0.99 2 1-A6.1 2 1-A6.1 1 1-A6.1 1 1-A6.1 09.01 26.02 26.01 07.01 6 0-A0.83 7 0-A0.83 2.0 2.1 A.1 A 8' - 6" 13' - 4" 11' - 0"4' - 2"7' - 3" 5' - 3 1/2"2' - 8 1/8"26.03 2' - 1 1/4"09.02 09.01 1 0-A0.99 2 0-A0.99 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:48:01 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A3.2PHASE 2 -MAIN CLUBHOUSE PARTIAL PLAN &RCP -POOL BAR2022-352 Author0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE PARTIAL PLAN - POOL BAR KEYNOTES NO.DESCRIPTION DETAIL █ DIVISION 02 - EXISTING CONDITIONS 02.01 EXISTING SITE WALL 02.02 EXISTING BULKHEAD WALL █ DIVISION 03 - CONCRETE 03.01 (N) SITE WALL. SEE CIVIL AND LANDSCAPE 03.02 (N) LOW CONCRETE PLANTER FOR PRIVACY HEDGE. SEE CIVIL AND LANDSCAPE █ DIVISION 04 - MASONRY 04.02 THIN-BRICK VENEER COLUMN SURROUND OVER STRUCTURAL COLUMN █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.01 MILLWORK CABINETRY WITH QUARTZITE COUNTERTOP. SEE ID 06.02 BAR DIE MILLWORK ASSEMBLY. SEE ID █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.01 GUTTER & DOWNSPOUT █ DIVISION 08 - OPENINGS 08.01 42x42 COUNTER SHUTTER WITH QUARTZITE SILL █ DIVISION 09 - FINISHES 09.01 PAINTED FIBER CEMENT BOARD CEILING 09.02 COFFERED CEILINGS. SEE ID. █ DIVISION 10 - SPECIALTIES 10.01 FREE-STANDING PRE-MANUFACTURED SHADE STRUCTURE (UNDERSEPARATE PERMIT) █ DIVISION 11 - EQUIPMENT 11.01 FOODSERVICE EQUIPMENT. SEE FOODSERVICE █ DIVISION 12 - FURNISHINGS 12.04 (N) 3CM QUARTZ BAR TOP █ DIVISION 26 - ELECTRICAL 26.01 EXTERIOR GRADE CEILING FAN WITH LIGHT, SEE ELECTRICAL 26.02 RECESSED CAN LIGHT, TYP. SEE ELECTRICAL 26.03 RECESSED WALL WASHER LIGHT, TYP. SEE ELECTRICAL 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:2 PHASE 2 - MAIN CLUBHOUSE PARTIAL RCP - POOL BAR EXIT EXIT EXITEXITEXITEXIT EXITEXITEXIT09.02 06.01 06.01 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 1 3/4" 10' - 0" 9' - 0" 09.01 9' - 0"8' - 0"9' - 0"8' - 0" 4.14.0 4' - 1"6' - 0"6' - 0"6' - 1"4' - 3"4' - 8"2' - 0"4' - 8" 4' - 0"3' - 9"4' - 0"2' - 8"9' - 0" 9' - 0"6' - 0"3' - 5"4' - 4"4' - 0" RR 135 RR 134 8' - 0"8' - 0"2' - 7"EQ EQ GP2 9' - 0" 9' - 0" 9' - 0" EQ EQ EQEQ2.0 2.1 3.0 BB EE A.1 A.1 D D FF H 3.1 C C GG 5.0 5.0EQEQEQEQEQEQ9' - 0"8' - 7"8' - 7" 9' - 0" 9' - 0" 9' - 0"6' - 3"2' - 7"EQ EQ EQEQ1' - 0"14' - 0"1' - 8"EQEQ9' - 0" 9' - 7" 8' - 7" 11' - 4" 10' - 0"2' - 2"4' - 0"2' - 2"DINING HALL 125 SERVICE 127B SERVICE 127A WASH STATION 131J FOOD & BEVERAGE OFFICE 131I OFFICE, TBD 132B CATERING DIR. / TBD 132C STORAGE 132D CORRIDOR 132 STORAGE 132E BULK COOLER 132G BULK FREEZER 132 F CORRIDOR 136 LOCKER 139 LAUNDRY 137 AQUATICS STAFF 138 BREAK ROOM 133 COOLER 131F COOLER 131F DRY STORAGE 131C BAKE SHOP 131B POOL STORAGE 140 CHEF & SOUSE CHEF 131A OUTSIDE SERVICE SNACK BAR 131K BEER / WINE COOLER 131M BAR PANTRY 131L DINING LOGGIA 124 HALL 128 TABLE STORAGE 129 DRY STORAGE 1 132A MECHANICAL SERVICE 131H ELECTRICAL SERVICE 131G 9' - 0" 9' - 0" 9' - 0" GP3 26.0126.01 EQEQEQ EQ 2' - 10"6' - 0"4' - 0"2' - 10 1/2"EQ EQ EQ EQ 9' - 0" 4' - 2" EQ EQ 4' - 9 1/2"5' - 0 1/2"5' - 0 1/2"3' - 2 1/2"EQEQEQ EQ 6' - 0"1' - 10 1/2"EQ EQ EQEQ2' - 8" EQ EQ4' - 2"5' - 4" 5' - 4"8' - 2"7' - 4"2' - 5"3' - 5"4' - 1" 1' - 4"7' - 5"2' - 3"4' - 0"EQEQEQ EQ B.1 B.1 09.02 9' - 0" 8' - 0" 9' - 0" 8' - 0" 4' - 0"3' - 10 1/2"9' - 0" 10' - 11" RCP LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURNCEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE WALL WASHER LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:04 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A3.6PHASE 2 -MAIN CLUBHOUSE PARTIAL RCP -KITCHEN2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE PARTIAL RCP - KITCHEN NO.DESCRIPTION DETAIL █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.01 EXTEND SHOWER ROOM WALL TO CEILING █ DIVISION 09 - FINISHES 09.01 SUSPENDED GYP. WALL BOARD CEILING 09.02 SUSPENDED ACT CEILING █ DIVISION 26 - ELECTRICAL 26.01 EXISTING LIGHTING TO REMAIN EXITEXITS100S102 S101 S102 S102 S102 S104 S105 S105 S106 10.01 09.01 26.01 23.014' - 0"4' - 0"4' - 0"3' - 9"09.02 26.02 GP10 GP9 GP8 GP7 GP6 GP5GP4 9' - 2" 9' - 0" 9' - 0" 9' - 6" 9' - 6"9' - 0" 09.03 26.02 EQ EQ 3' - 4"5' - 0"5' - 0"3' - 3"2' - 8"4' - 6"4' - 6"2' - 8"6' - 9"4' - 6"2' - 3"4' - 0"1' - 6" 1' - 2" 2' - 7"4' - 6"4' - 6"2' - 8"2' - 9"4' - 2" 5' - 2"EQEQEQ EQ EQEQ11' - 10 1/2" 11' - 11"3' - 8"3' - 4"3' - 4"3' - 8"GP2 GP1A 1.0 2.0 B E A.1 D F C G 1.2 GP12 GP11 A 10' - 0" 26.01 S102 S103 GP3 GP1B 10' - 0" 10' - 0" B.1 EQ EQEQEQ EQ EQ EQ 1' - 8"EQEQ4' - 1 1/4"4' - 6 3/8"2' - 0 3/4" 26.03 COVERED PATIO 007 GRILLE 121 BAR 120 SERVICE BAR 116 DINING LOGGIA 124 KITCHEN 131 DINING HALL 125 GOLF PRO SHOP 122 MEN'S LOCKERS 123 MULTI-PURPOSE ROOM 126RECEPTION 101 WAITING AREA 101B DINING VESTIBULE 118 VESTIBULE 119 VESTIBULE 102 WOMEN'S RESTROOM 117 MEN'S RESTROOM 115 HALL 103 WOMEN'S PRIVATE RESTROOM 106 WOMEN'S PRIVATE RESTROOM 106 MEMBERSHIP OFFICE 104 RECEPTION DESK 101A MEN'S PRIVATE RESTROOM 113 ACCESSIBLE RESTROOM 113B VESTIBULE 113E RCP LEGEND EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAGS 0-A0.50 THRU 0-A0.54 DOOR TAGS 0-A0.20 THRU 0-A0.24 WINDOW TAGS 0-A0.20 THRU 0-A0.24 MATCHLINE A1 DECORATIVE LIGHT FIXTURE CEILING AIR SUPPLY CEILING ACCESS PANEL EXIT LIGHTINGEXIT CEILING AIR RETURNCEILING LIGHTING FIXTURE RECESSED LIGHT FIXTURE WALL WASHER LIGHT FIXTURE DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:10 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A3.7PHASE 2 -MAIN CLUBHOUSE PARTIAL RCP -DINING ROOM, GRILL & DINING PATIO2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE PARTIAL RCP - DINING ROOM / GRILL / DINING PATIO NO.DESCRIPTION DETAIL █ DIVISION 09 - FINISHES 09.01 NEW COFFERED CEILING. SEE ID 09.02 PAINTED FIBER CEMENT BOARD CEILING WITH BATTENS 09.03 EXISTING GYP. WALL BOARD CEILING █ DIVISION 10 - SPECIALTIES 10.01 MOTORIZED SHADE, TYPICAL. BOD: "FLEXSHADE ZIP XL" BY DRAPER █ DIVISION 23 - HEATING, VENTILATION, & AIR CONDITIONING 23.01 CEILING MOUNTED GAS HEATER, TYP. 26.02 RECESSED CEILING LIGHTING █ DIVISION 26 - ELECTRICAL 26.01 DECORATIVE LIGHTING, TYP. SEE ID & ELECTRICAL 26.02 RECESSED LIGHTING FIXTURE 26.03 RECESSED WALL WASHER LIGHT, SEE ELECTRICAL EXIT Dryer Washer BAKE SHOP 131B DRY STORAGE 131C COOLER 131F BEER COOLER 131D FREEZER 131E CHEF & SOUSE CHEF 131A BEER / WINE COOLER 131M KITCHEN 131 DINING LOGGIA 124 BAR PANTRY 131L OUTSIDE SERVICE SNACK BAR 131K CORRIDOR 131N BREAK ROOM 133 CORRIDOR 136 AQUATICS STAFF 138 ELECTRICAL SERVICE 131G MECHANICAL SERVICE 131H DRY STORAGE 1 132A OFFICE, TBD 132B CATERING DIR. / TBD 132C CORRIDOR 132 STORAGE 132D STORAGE 132E FOOD & BEVERAGE OFFICE 131I WASH STATION 131J KITCHEN 131HALL 128 TABLE STORAGE 129 MULTI-PURPOSE ROOM 126 DINING HALL 125 BULK COOLER 132G BULK FREEZER 132 F LAUNDRY 137 MEN'S POOL RESTROOM 142 REFUSE & RECYCLING 113G WOMEN'S POOL RESTROOM 145 09.01 POOL STORAGE 140 140 A12A12E02 C04 C05 10.01 07.01 10.01 10.01 131A131K-107.02 06.01 09.02 14.01 04.01 09.03 08.01 08.01 06.01 E01 E01 A22 10.01 10.01 10.01 A32 B10B07 C02 B07 A32 A32 A22 A32 A32 A11A11 E02 A02 C04 135134 137 138133-1131G 131H 132B132A132C OHC-1132-2 132-1145-1 133-2 131N-2 131N-1127A-1127B-1142-1 RR 135 RR 134131L131K-206.01 W138-206.07 10.02 2' - 0"2' - 7 3/4"2' - 9 3/8"1' - 11 5/8"9' - 1 3/4"2' - 1 3/4"5' - 4 1/4"11' - 3 1/4"7' - 9 1/4"18' - 9 1/2"2' - 0 1/8"5' - 0 3/8"2' - 0"5' - 0"1' - 11 5/8"10' - 5 3/8"11' - 8 7/8"4' - 10 5/8"11' - 11 1/8"4' - 0"4' - 10"EQ EQ 2' - 0"EQEQ9 5/8"8' - 9 3/4"11' - 9 1/4"6' - 4 5/8"7' - 10 7/8"11' - 7 3/8" 2 3/4"3' - 11 3/4"4' - 10" 2' - 0"2' - 0" 1' - 11 5/8"15' - 5 1/2"8' - 2 3/8"4' - 4 7/8"3' - 7 3/4"3' - 3 7/8"5' - 2 1/4"12' - 1 3/4"3' - 9 7/8"7"8' - 4 3/4"9 3/4" A01 A02 A32A32 5' - 10 5/8"2' - 5"3' - 0"1' - 6"1' - 0 5/8"10' - 0 3/4"6' - 11 1/8"9' - 6 3/4"3' - 8 3/4"2' - 7"5' - 10 3/8"5' - 1"5' - 1"5' - 8 1/2" 2' - 8"2' - 10"7' - 8 1/4"5' - 2 1/8"5' - 6"5' - 0 3/8" 4.14.0 5' - 11 3/8"7' - 4 1/4"7' - 10"7 1/8"8' - 4 3/8" 10 1/8" 2.0 2.1 3.0 B E A.1 D F H 3.1 C G 5.0 SERVICE 127B SERVICE 127A ACCESSIBLE RESTROOM 142D ACCESSIBLE RESTROOM 145E SHOWER 142E SHOWER 145F VESTIBULE 141 VESTIBULE 144 LOCKER 139 STAIR 2 W140 W133-1 W133-2 W133-3 W138-1 127B-2 127A-2 128 131I 136A 3' - 11 7/8"6' - 11"5' - 8" 11' - 11 1/8" 2' - 1 3/8" 5' - 0 1/2"16' - 8 3/4"6' - 3 1/8"2' - 2 7/8"3' - 5"3' - 6 1/2"2' - 7 1/8"9' - 7 3/8"5' - 4 5/8"7' - 1 7/8"4' - 8 7/8"C01 C01 C04 C01 C05 C04 C01 C04 1' - 0 1/8"4' - 4 1/4"2' - 5 3/4"4' - 7 5/8"9' - 0 1/2"4' - 7 5/8"3' - 10 1/2"7"30' - 2 7/8"2' - 4 7/8"26' - 10 1/2"8' - 7 3/8"12' - 8 3/4"14' - 4 1/8"13' - 5 5/8"27' - 11"11' - 11 1/8"4' - 5"21' - 8 7/8"9' - 2 1/2"28' - 1 3/4" 2" 2" 6' - 1 7/8"13' - 9 1/2"10' - 2 3/8"9 3/4"8' - 7 1/4"1' - 0 3/4"7' - 4 3/8"8' - 1 1/2"9' - 8 3/4"1' - 7 7/8"1 7/8" 9 3/8"2' - 7 1/8"11' - 6 7/8"7' - 6 3/4"11' - 7 3/4"3' - 2 1/4"UP 2 3/8" 5 1/2"W132B-2W132B-1 W132C CB3CB42' - 3 1/2"3' - 5"3' - 3 1/2"5' - 0"5' - 0"4' - 10"OHC-25' - 5"3' - 10"10' - 9 1/8"1' - 3 1/2"C22 A35 C22 E02 C02 A22 A22 A21 A21 A21 C04 C04 C04 A32 A32 E01 A01 A02 C04 A32 C04 C04 A32 C01 A01 E02E01 C01 C01 C01 A01 C22 C22 A22 C06 A32 C01 B.1 2 1/2" C04 C04 C04 C04 C04 131CC22 A01 5' - 3"2"E02 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:48:12 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A4.0PHASE 2 -MAIN CLUBHOUSE DIMENSION PLAN-KITCHEN2022-352 Author 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 KITCHEN DIMENSION PLAN PC1 PC2 PC-C PC-D 2' - 6"2' - 6" 02.01 03.01 03.02 02.02 08.01 12.04 04.0204.02 131N-2 131L131N-12' - 6"2' - 3"2' - 3"10' - 1 3/8"2.0 2.1 3.0 B A.1 A 2' - 6"10"10"17' - 1 7/8"13' - 5 5/8"3' - 0"11' - 6"10' - 5"2' - 2 3/8"23' - 6"2' - 2 5/8"11' - 11 1/8" EQ EQ EQEQA36 A36 W131K-1W131K-24.14.0 4.0 3.0 3.0 E D F H 3.1 3.1 G W214 214213212215B215A 215 LANDING 210A STAIR 2 PRINTING / POSTAGE 211 OFFICE 3 212 CORR. 210B OFFICE 2 213 OFFICE 1 214 CONFERENCE ROOM 215 ATTIC STORAGE 215A 08.01 06.01 06.01 06.01 06.02 08.01 08.01 A32 A01A01 A04 A04 A02 A02 A01 A01 A01 A32 A01 A32 A31 A32 15' - 0 3/8"2' - 0 1/2" A01 9' - 7 3/4"8' - 11"8' - 10 1/2"5' - 2 1/2"6' - 11 5/8"11 5/8"1' - 6"1' - 6"10' - 0 1/4"2' - 0 1/2" 2' - 6 1/4"1' - 7 3/4"2' - 4"1' - 10"1' - 10" 8' - 9 3/4"8' - 3 1/8"68' - 1 5/8"8' - 7 3/8"26' - 10 1/2"2' - 4 7/8"30' - 2 7/8"35' - 4 1/4" 4' - 5"21' - 8 7/8"9' - 2 1/2" 1' - 8" 2' - 6" DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1/4" = 1'-0"9/7/2023 4:48:15 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A4.2PHASE 2 -MAIN CLUBHOUSE DIMENSION PLAN-EXTERIOR POOL BAR2022-352 Author0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 EXTERIOR POOL BAR - DIMENSION PLAN 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 SECOND FLOOR DIMENSION PLAN KEYNOTES NO.DESCRIPTION DETAIL █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.01 NEW INTERIOR PARTITION, TYP. (2x WOOD FRAME, FINISH PER SCHEDULE) 06.02 NEW EXTERIOR WALL WITH FIBER-CEMENT SIDING (2x WOOD FRAME, FINISH PER SCHEDULE) █ DIVISION 08 - OPENINGS 08.01 INTERIOR STOREFRONT WALL SYSTEM. PROVIDE SHOP DRAWINGS FOR REVIEW 01_ MCH FIRST FLR 0' -0" /2 1-A5.4 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" 07.01 07.0207.03 07.03 07.03 07.0307.0307.03 2 1-A6.0 2 1-A6.0 1 1-A6.0 1 1-A6.0 31' - 6"1.0 1.2 01_ MCH FIRST FLR 0' -0" /1 1-A5.4 /1 x1-A5.5 1 1-A6.2 1 1-A6.2 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" 07.03 07.03 1 1-A6.1 1 1-A6.1 4.14.0 6 0-A0.78 6 0-A0.78 2' - 9" 2.0 2.1 3.0 3.1 15' - 1 1/4"4 1-A6.1 4 1-A6.1 W132B-1 W132C 132-2 W214 EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 LEGEND DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:21 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A5.4PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER BUILDING ELEVATIONS -EAST2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE BUILDING ELEVATION - EAST 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:2 PHASE 2 - MAIN CLUBHOUSE & FITNESS CENTER BUILDING ELEVATION - EAST NO.DESCRIPTION DETAIL █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.01 REMEDIATION: REMOVE INTERIOR TRIM AROUND DOOR AND SEAL SHIM SPACE 07.02 REMEDIATION: REMOVE TRIM AND INSTALL NEW FLANGES AT ELECTRICAL OUTLET BOXES. TYPICAL AT ALL EXTERIOR OUTLETS. 07.03 REMEDIATION: INSTALL BRICK CAP FLASHING AT ALL BRICK KNEE WALL LOCATIONS. 01_ MCH FIRST FLR 0' -0" 07_MCH T.O. RIDGE 30' -4 3/4" /1 x1-A5.6 /2 1-A5.7 1 1-A6.2 1 1-A6.2 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" 07.0107.01 07.02 1 1-A6.1 1 1-A6.1 CABANA ROOF 9' -0" 1 x1-A6.6 1 x1-A6.6 2 x1-A6.6 2 x1-A6.6 PC3PC4 x1-A6.6 6 PC1PC24.1 4.0 6 0-A0.78 6 0-A0.78 2' - 9"2' - 8" 10.0110.01 2' - 8" 7 0-A0.83 2.02.13.03.1 23' - 7 1/2"4' - 7 1/8"2' - 2 1/8"4 1-A6.1 4 1-A6.1 W138-1 W133-3 W133-2 W133-1 W215A W140 131N-2 01_ MCH FIRST FLR 0' -0" 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" 07.01 07.01 07.01 07.01 07.01 07.0107.02 2 1-A6.0 2 1-A6.0 1 1-A6.0 1 1-A6.0 GP5 GP4 1.01.2GP12 2 0-A0.87 GP1B 4 1-A6.1 EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 LEGEND DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:26 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A5.7PHASE 2 -MAIN CLUBHOUSE & FITNESSCENTER BUILDING ELEVATION -WEST2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE & FITNESS CENTER BUILDING ELEVATION - WEST, CENTER 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:2 PHASE 2 - MAIN CLUBHOUSE BUILDING ELEVATION - WEST, RIGHT NO.DESCRIPTION DETAIL 07.01 REMEDIATION: REMOVE INTERIOR TRIM AROUND DOOR AND SEAL SHIM SPACE 07.02 REMEDIATION: REMOVE TRIM AND INSTALL NEW FLANGES AT ELECTRICAL OUTLET BOXES. TYPICAL AT ALL EXTERIOR OUTLETS. █ DIVISION 10 - SPECIALTIES 10.01 PREFABRICATED SHADE STRUCTURE. SEE SITE PLAN FOR LOCATION. EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 LEGEND 01_ MCH FIRST FLR 0' -0" 2 1-A6.1 2 1-A6.1 5 1-A6.1 5 1-A6.1 PC-B PC-APC-CPC-D 1 1-A7.2 5 1-A7.2 3 1-A7.3 6 0-A0.83 5 1-A7.3 6 1-A7.3 BE A.1DC AB.1 1 0-A0.99 06.01 06.02 07.01 W131K-1131K-2140133-1138 06.03 06.04 3' - 7" 01_ MCH FIRST FLR 0' -0" 2 1-A6.1 5 1-A6.1 x1-A6.6 2 PC-BPC-A 3 x1-A6.6 5 x1-A6.6 PC-C PC-D GP2 6 0-A0.83 BA.1 CAGP3B.1 1 0-A0.99 2 0-A0.99 131N-1 DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:30 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A5.8PHASE 2 -MAIN CLUBHOUSE ELEVATIONS -NORTH & SOUTH2022-352 Author KEYNOTES 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 PHASE 2 - MAIN CLUBHOUSE, KITCHEN & POOL BAR ELEVATION - NORTH 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:2 PHASE 2 - MAIN CLUBHOUSE, KITCHEN & POOL BAR ELEVATION - SOUTH NO.DESCRIPTION DETAIL █ DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06.01 PAINTED WOOD BEAM WITH SHAPED ENDS 06.02 PAINTED WOOD KNEE BRACE, TYPICAL. MATCH EXISTING 06.03 PAINTED FRIEZE ASSEMBLY. 06.04 PAINTED TRIM TERMINATION PLINTH BLOCK █ DIVISION 07 - THERMAL & MOISTURE PROTECTION 07.01 STANDING SEAM AWNING ROOF OVER EXPOSED 4x FRAMING @ 2'-0" O.C. 01_ MCH FIRST FLR 0' -0" 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" MEMBERSHIP OFFICE 104 HALL 103 WOMEN'S RESTROOM 117 SERVICE BAR 116 9' - 2"1' - 0 1/4"BAR 120 HVAC / MECHANICAL MEZZANINE 204 09.01 09.01 0-A0.86 3 0-A0.86 1 0-A0.86 6 BE A.1DFCG AB.1 GRILLE 121 GRILLE 121 01_ MCH FIRST FLR0' -0" 05_MCH T.O.PL -DINING HALL14' -0" MULTI-PURPOSE ROOM 126 DINING HALL 125 DINING LOGGIA 124 BEDFCGB.1 EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 LEGEND DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:35 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A6.0PHASE 2 -MAIN CLUBHOUSE BUILDINGSECTIONS2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - GRILLE SECTION 1 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:2 PHASE 2 - LOGGIA BLDG SECTION 1 01_ MCH FIRST FLR 0' -0" 05_MCH T.O.PL -DINING HALL 14' -0" 2 1-A6.1 5 1-A6.1 KITCHEN 131 CHEF & SOUSE CHEF 131A 0-A0.83 2 13' - 4"11' - 0"12' - 10"GP2 6 0-A0.83 B A.1C AB.1 2 0-A0.99 OUTSIDE SERVICE SNACK BAR 131K POOL BAR 009 01_ MCH FIRST FLR 0' -0" 05_MCH T.O.PL -DINING HALL 14' -0" 0-A0.86 3 0-A0.86 1 0-A0.86 4 GRILL GRILL PATIO EXISTING FLOOR PLANTER BEDNEW FLOOR PLANTER WALL4' - 6"9' - 6"1' - 4"13' - 2"GP1 15' - 9 3/4" 01_ MCH FIRST FLR 0' -0" 05_MCH T.O.PL -DINING HALL 14' -0" 06_MCH T.O.PL -DORMERS25' -9" 07_MCH T.O. RIDGE 30' -4 3/4" 1 1-A6.1 1 1-A6.1 0-A0.83 3 0-A0.83 1 7 0-A0.83 2.0 2.1 EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 LEGEND 01_ MCH FIRST FLR 0' -0" BEER / WINE COOLER 131M 2.0 0-A0.87 1 01_ MCH FIRST FLR 0' -0" 05_MCH T.O.PL -DINING HALL 14' -0" GP2GP3 0-A0.87 2 5' - 9 7/8"8' - 5" DINING LOGGIA 124 GRILL PATIO DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:40 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A6.1PHASE 2 -MAIN CLUBHOUSE BUILDINGSECTIONS2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - KITCHEN SECTION 1 E/W 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:3 PHASE 2 - GRILL PATIO ROUND ROOF SECTION 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:2 PHASE 2 - EXT. BAR BLDG SECTION 1 NO.DESCRIPTION DETAIL 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:5 PHASE 2 - GRILL PATIO-KITCHEN BLDG SECTION 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:4 PHASE 2 - GRILL PATIO STRAIGHT ROOF SECTION 01_ MCH FIRST FLR0' -0" 05_MCH T.O.PL -DINING HALL14' -0" 1 1-A6.2 1 1-A6.1 KITCHEN 131 COOLER 131F KITCHEN 131 RR 134 RR 135 CORRIDOR 132 VESTIBULE 141 CONFERENCE ROOM 215 0-A0.83 5 1 x1-A6.62 x1-A6.6 4.14.0 7 0-A0.83 2.0 2.1 3.0 3.1 01_ MCH FIRST FLR 0' -0" 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" OFFICE 1 214 OFFICE 2 213 OFFICE 3 212 PRINTING / POSTAGE 211 LANDING 210A BREAK ROOM 133 BULK COOLER 132G CORRIDOR 132 CORRIDOR 136 2 1-A6.22 1-A6.3 1 1-A6.3 CONFERENCE ROOM 215 0-A0.83 4 1' - 2" 1' - 4" 1' - 4" 4 0-A0.78 4 1-A7.2 7 1-A7.2 8 1-A7.2 E DFHG EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 LEGEND DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:44 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A6.2PHASE 2 -MAIN CLUBHOUSE BUILDINGSECTIONS2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:2 PHASE 2 - EMPLOYEE BLDG SECTION 2 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - EMPLOYEE BLDG SECTION 1 01_ MCH FIRST FLR 0' -0" 1 1-A6.2 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" 1 1-A6.1 BULK COOLER 132G BULK FREEZER 132 F CORRIDOR 132 CORRIDOR 132 KITCHEN 131 OFFICE 3 212 LANDING 210A SHOWER 142E 4.14.0 6 0-A0.78 2.1 3.0 3.1 01_ MCH FIRST FLR 0' -0" 1 1-A6.2 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES11' -6" OFFICE, TBD 132B CATERING DIR. / TBD 132C STORAGE 132D CORRIDOR 132 STORAGE 132E OFFICE 1 214 4.14.06 0-A0.78 1-A7.2 4 1-A7.2 8 2.1 3.0 3.1 7' - 0"9' - 0"GWB OVER 2x COLLAR TIES EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 LEGEND DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:48 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A6.3PHASE 2 -MAIN CLUBHOUSE BUILDINGSECTIONS2022-352 WRS / MW / MJ / NY KEYNOTES 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:1 PHASE 2 - EMPLOYEE BLDG SECTION 3 0 1 2 4 8FEET 1/4" = 1'-0" SCALE:2 PHASE 2 - EMPLOYEE BLDG SECTION 4 01_ MCH FIRST FLR 0' -0" 06_MCH T.O.PL -DORMERS 25' -9" 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" H 01_ MCH FIRST FLR 0' -0" 06_MCH T.O.PL -DORMERS 25' -9" 02.1_MCH F.F. @ SECOND FLOOR (N) OFFICES 11' -6" EXISTING WALL DEMO WALL NEW WALL NEW WORK KEYNOTE 101 W10 06.01 WALL TAG. SEE 0-A0.50 THRU 0-A0.53 DOOR TAG. SEE 0-A0.20 THRU 0-A0.23 WINDOW TAG. SEE 0-A0.20 THRU 0-A0.23 MATCHLINE A1 LEGEND DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 As indicated 9/7/2023 4:48:49 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A7.1PHASE 2 -MAIN CLUBHOUSE WALL SECTIONS2022-352 WRS / MW / MJ / NY KEYNOTES SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 1 PHASE 2 - WALL SECTION 1 SCALE:0 .5 1 2 4FEET 1/2" = 1'-0" 2 PHASE 2 - WALL SECTION 2 3.1 9' - 0" 11' - 6" 1 1/2" E.J. EXISTING ROOF EXPANSION JOINT BREAK ROOMFREEZER PLYWOOD 13' - 4" PRE-ENGINEERED TRUSS FLAT ROOF 3FLAT ROOF 2 NEW SHEATHING ON EXISTING WALL RIGID INSULATION TPO MEMBRANE EXISTING WALL 1-A7.4 1 G 13' - 4" EXISTING ROOF & WALL TPO ROOF MEMBRANE RIGID INSULATION PLYWOOD EXPANSION JOINT CORRIDORMECH. SERVICE ROOM 9' - 0" 12' - 3" FLAT ROOF 1FLAT ROOF 2 WEB JOIST 1 1/2" NEW SHEATHING ON EXISTING WALL EXISTING WALL PONY WALL EXPANSION JOINT EXPANSION CAP 2.1 12' - 3" 9' - 0" EXPANSION JOINT WEB JOIST EXISTING WALL EXISTING ROOF & SOFFIT DRY STORAGEFOOD & BEVERAGE OFFICE FLAT ROOF 1 GYP. WALL BOARD SHEATHING, SEE STRUC. FRP TPO ROOF MEMBRANE RIGID INSULATION PLYWOOD INFILL 3/8" NEW SHEATHING ON EXISTING WALL 1 1/2" 2.1 OFFICE AIR GAP WOOD STUD GYP. WALL BOARD SHEATHING, SEE STRUC. BRICK TPO ROOF MEMBRANE COVER BOARD RIGID INSULATION1 3/8" 11' - 10 3/8"8"9' - 0" FLAT ROOF 1 STONE CAP PARAPET TOP CAP 01_ MCH FIRST FLR 0' -0" 3.1 BREAK ROOMFREEZER 1 1/2" EXISTING WALL EXISTING FREEZER WALL EXPANSION JOINT WOOD STUD GYP. WALL BOARD NEW SHEATHING ON EXISTING WALL 01_ MCH FIRST FLR 0' -0" G CORRIDORMECH. SERVICE ROOM EXISTING WALL EXISTING FREEZER WALL EXPANSION JOINT WOOD STUD GYP. WALL BOARD 1 1/2" SHEATHING, SEE STRUCTURAL 01_ MCH FIRST FLR 0' -0" 2.1 DRY STORAGEFOOD & BEVERAGE OFFICE EXISTING WALL EXPANSION JOINT WOOD STUD SHEATHING, SEE STRUCTURAL GYP. WALL BOARD FRP NEW SHEATHING ON EXISTING WALL 1 1/2" 01_ MCH FIRST FLR 0' -0" 2.1 OFFICE AIR GAP WOOD STUD GYP. WALL BOARD SHEATHING, SEE STRUC. 2" BRICK DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1 1/2" = 1'-0"9/7/2023 5:27:01 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A7.2PHASE 2 -MAIN CLUBHOUSE WALL DETAILS2022-352 WRS / MW / MJ / NY SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 1 EXPANSION JOINT ROOF DETAIL 1SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 2 EXPANSION JOINT ROOF DETAIL 2 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 3 EXPANSION JOINT ROOF DETAIL 3 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 4 EXPANSION JOINT ROOF DETAIL 4 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 5 EXPANSION JOINT FLOOR DETAIL 1 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 6 EXPANSION JOINT FLOOR DETAIL 2 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 7 EXPANSION JOINT FLOOR DETAIL 3 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 8 EXPANSION JOINT FLOOR DETAIL 4 4.1 ATTIC ABOVE LAUNDRY ROOM ROOF RIDGE EXISTING ROOF EXISTING VENT EXISTING WALL ATTIC ABOVE MEN'S POOL RESTROOM ROOF RAFTERS 01_ MCH FIRST FLR 0' -0" 4.1 1" LAUNDRY ROOMPOOL RESTROOM EXISTING WALL EXPANSION JOINT VARYING FROM 1" TO 3 ¾" WOOD STUD GYP. WALL BOARD SHEATHING, SEE STRUCTURAL 3.1 9' - 0" 11' - 6" EXISTING ROOF & WALL EXPANSION JOINT BREAK ROOMDRY STORAGE 13' - 4" 1 1/2" ROOF RAFTER STRUCTURAL JOIST ROOF INFILL SPRAY INSULATION PLYWOOD METAL SS ROOF 2.1 13' - 2 1/4" POOL STORAGE 9' - 0" CHEF & SOUSE CHEF 9' - 7" SHEATHING PER STRUC. AIR GAP STUD GYP. CEILING GYP. CEILING METAL STANDING SEAM ROOF GANG NAILED TRUSSES GUTTER FASCIA BOARD ROOFING SYSTEM I'-6" 14' - 0" 1" 2.1 POOL STORAGE KITCHEN TPO ROOF MEMBRANE RIGID INSULATION PLYWOOD GYP. CEILING (E) METAL STANDING SEAM ROOF & SHEATHING FASCIA BOARD EXISTING WALL 13' - 5" I'-6" EXISTING ROOF TRUSSES 1/4" 9' - 7" LEDGER, SEE STRUCTURAL 3.1 9' - 0" 11' - 6" DRY STORAGECORRIDOR ATTIC SPACE ROOF TRUSS, SEE STRUCTURAL FLOOR JOIST RIGID INSULATION LEDGER, SEE STRUCTURAL FLAT ROOF 1 TPO ROOF MEMBRANE PLYWOOD METAL SS ROOFING UNDERLAYMENT PLYWOOD RAFTER DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 1 1/2" = 1'-0"9/7/2023 4:48:54 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A7.3PHASE 2 -MAIN CLUBHOUSE WALL DETAILS2022-352 Author SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 1 POOL RESTROOM ROOF DETAIL 1 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 2 POOL RESTROOM FLOOR DETAIL 1 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 3 EXPANSION JOINT ROOF DETAIL 5SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 5 POOL STORAGE ROOF DETAIL 1 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 6 POOL STORAGE ROOF DETAIL 2 SCALE:0 2 4 8 16INCHES 1 1/2" = 1'-0" 4 SLOPED ROOF DETAIL 1 1/2" 1 1/2" MIN.8" MIN.SLOPE SHEET-METAL EXPANSION JOINT COVER WITH T-TYPE CLEAT FLEXIBLE WEATHERPROOF MEMBRANE CLOSURE FLEXIBLE LINER TO SERVE AS INSULATION RETAINER (ATTACHED TO TOP OF CURB) ADHERED MEMBRANE FLASHING TERMINATION BAR AND FASTENERS HOT-AIR-WELDED SEAM FULLY ADHERED FIELD MEMBRANE COVERBOARD TAPERED RIGID INSULATION PLYWOOD ROOF SHEATHING PER STRUCTURAL 2x6 MIN WOOD ROOF NAILER ATTACHED TO DECK ALIGN TOP OF (E) AND (N) DECKS WALL SHEATHING PER STRUCTURAL (REPLACED PER REMEDIATION SCOPE) PREFABRICATED WOOD TRUSS PER STRUCTURAL WALL SHEATHING PER STRUCTURAL WALL FRAMING PER STRUCTURAL T.O. PLATE V.I.F. EXISTING WOOD FRAMED WALL, VIF EXISTING STRUCTURAL CONNECTIONS, VIF EXISTING WIDE-FLANGE ROOF BEAM, VIF EXISTING BAR JOISTS, VIF EXISTING METAL DECK, VIF TRIM EXISTING METAL DECK DECK CLOSURE ANGLE (NEW AT CUT-BACK DECK) ALIGN WITH EXPANSION JOINT COMPRESSIBLE INSLULATION DRAWN BY: PROJECT NO.: SCALE: REVISION NO.DATE DESCRIPTION THE INFORMATION SHOWN ON THESE DRAWINGS IS OWNED BY AND IS THE PROPERTY OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. NO PART THEREOF SHALL BE COPIED, ADAPTED, OR DISTRIBUTED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OFSHEPPHIRD ASSOCIATES, ARCHITECTS + ENGINEERS. COPYRIGHT © 2023 26560 AGOURA ROAD, SUITE 106 CALABASAS, CA 91302 310.670.9144 A S S O C I A T E S ARCHITECTS + ENGINEERS S H E P P H I R D will.s@shep-ae.com 1 12-02-22 SD PRICING 2 2-10-23 DD PRICING 3 9-07-23 PHASE 2 90% CD Atlantic Beach Country Club Phase 2 Construction Documents 1600 Selva Marina Drive Atlantic Beach, FL 32233 3" = 1'-0"9/7/2023 4:48:55 PM Autodesk Docs://2022-352 ABCC/R22_ABCC_BLDG1_ARCH.rvt 1-A7.4PHASE 2 -MAIN CLUBHOUSE WALLENLARGEMENTS2022-352 Author 0 2 4 8 16FEET 1/8" = 1'-0" SCALE:1 EXPANSION JOINT ROOF ENLARGEMENT 1